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COM1: Concrete structures

Motivation

Commission 1 (COM1) seeks to encourage and develop good practices in the design of concrete structures, with a special emphasis on innovation and imagination. Its work should complement national, regional (e.g. Eurocodes), as well as international codes (e.g. the fib Model Code for Concrete Structures 2010), which in principle give only design specifications.

Scope and objective of technical work

COM1 examines all aspects of specific types of structures, from their structural and architectural design to construction and service life.

COM1 aims to provide state-of-the-art documentation and recommendations for all types of structures where structural concrete plays a significant role. This will apply in priority to fields of development where data and guidelines are not yet available, either new types of structures or implementation of new developments of materials, or a combination of both. COM1 endeavours to promote practices leading to sound, economical, durable and aesthetic design, with special attention to sustainable development principles. 

 

1706 ComConv AlbertoMeda BWCommission Chair
Alberto Meda
Arianna MinorettiDeputy Chair
Arianna Minoretti
TBCCo Deputy Chair
Aad van der Horst

  • TG1.1 - Bridges

    Task Group 1.1 (TG1.1) is dedicated to bridge engineering. All types of bridges are concerned, with a predominance of concrete bridges. Theoretical and practical aspects are treated, as well as construction techniques. Innovations and recent developments but also established good practices are highlighted. Emphasis is placed on bridge architecture and design.

    The general objective of the task group is to provide design guides, recommendations, practical design rules and technical advice on bridge design and related construction techniques. Rules of good practice and recommendations for the correct use of materials and techniques are formulated.


    Thierry DelémontConvener
    Thierry Delémont

    • WP1.1.1 - Bridges for high-speed trains
       
      Working Party 1.1.1 (WP 1.1.1) aims to provide guidance for designers of bridges for high speed trains, covering issues such as loads, dynamics, rail deck interaction, wind, slipstream forces, accidental situations, maintenance and inspection, etc. The document will be based on existing guidance edited by the German railway administration. International expertise will broaden the recommendations and bring them to an international level.

      Steffen MarxConvener
      Steffen Marx

      First name Last name Country Affiliation
      Thomas Fackler Germany Schlaich Bergermann und Partner GmbH
      Günter Seidl Germany SSF Ingenieure AG
      Patrice Schmitt France SNCF
      Steffen Marx Germany Technische Universität Dresden
      David Fernández-Ordóñez Switzerland fib
      Miguel Angel Astiz Suarez Spain Carlos Fernandez Casado S. L.
      Juan Sobrino Spain Pedelta, S. L.
      Junling Sun China Sun Engineering Consultants Intl., Inc.

    • WP1.1.3 - Integral bridges
       
      The scope of WP 1.1.3 is to prepare practical guidelines on semi-integral and integral bridges. The objective of these guidelines is to define the current best practical response to specific problems associated with semi-integral and integral bridges from an international perspective. It will be based on existing guidelines, results from scientific research and feedback from practical experience.

      f26a5b1890dc0eaf1ac664c5Convener
      Alessandro Parlermo
      f26a5b1890dc0eaf1ac664c5Co-Convener
      Jessica Sanderberg

      First name Last name Country Affiliation
      Murat Dicleli Turkey Middle East Technical University
      Philipp Wenger Germany schlaich bergermann partner
      Sergio Breña United States University of Massachusetts Amherst
      Philippe Jandin France CEREMA
      Rémi Havy France ARCADIS
      Peter Collin Sweden Luleå University of Technology
      Damien Champenoy France CEREMA
      João Almeida Portugal Instituto Superior Técnico Lisboa
      Michel Moussard France Consultant
      Anssi Laaksonen Finland Tampere University of Technology
      Steffen Marx Germany Technische Universität Dresden
      Alejandro Pérez Caldentey Spain FHECOR Ingenieros Consultores/Universidad Politécnica de Madrid
      Alessandro Palermo United States University of California, San Diego
      Walter Kaufmann Switzerland ETH Zürich
      David Fernández-Ordóñez Switzerland fib
      Aurelio Muttoni Switzerland École polytechnique fédérale de Lausanne (EPF Lausanne)
      Susumu Inoue Japan Osaka Institute of Technology
      Marcos Sanchez Ireland ARUP
      Jessica Sandberg United Kingdom Atkins
      Sotiria Stefanidou Greece Aristote University of Thessaloniki
      Petr Tej Czech Republic Czech Technical University
      Max Herbers Germany University of Dresden
      Moustafa Al-Ani New Zealand -
      Bruno Briseghella China Fuzhou University
      Habib Tabatabai United States University of Wisconsin-Milwaukee
      Jerome Michel France Cerema

    • WP1.1.4 - Light railway bridges
       
      While road and railway bridges benefit from standards and extensive documentation often published by state agencies, it is not the case for lightweight railway bridges. This can be explained by the variety of systems ranging from LRT (Light Rail Transit) to MRT (Mass Rapid Transit) and the fact that these systems are mainly operating at a city or regional level.

      However, from a bridge engineering perspective, common features, particular requirements and good practices for design and construction that specifically apply to these transportation modes can be identified.

      The general objective of this working party is to provide a state-of-the-art report for the design of LRT and MRT bridges.

      f26a5b1890dc0eaf1ac664c5Convener
      TBD

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Gopal Srinivasan United Kingdom Arup
      Sherif Ezzat Egypt econstruct
      Huy Lam France Systra
      Tatsuya Nihei Japan Railway Technical Research Institute
      Chiayu Chen Taiwan, Province of China TYLIN International Group

    • WP1.1.6 - Design Loads for long span bridges
       
      The design of long span bridges goes beyond the application range of all the codes of practice and usual construction recommendations. While it is possible to use and extrapolate codes for the design of single elements, it is not the same for the initial definition of data, and especially to fix the loading scheme of the bridge which are not covered by codes.

      The goal of the group is to establish a clear philosophy and some basic rules to fix the loading schemes of the bridge in relation to its span length and its typology.

      Thierry DélémontConvener
      Thierry Délémont

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Thierry Delemont Switzerland T-ingenierie SA
      Michel Virlogeux France Virlogeux Consulting
      Matthieu Galland United Kingdom Arup
      Chan Park Korea, Republic of COWI Korea
      Hiroyuki Uchibori Japan Sumitomo Mitsui Construction Co., Ltd.
      Fangyin Zhang United States Thornton Tomasetti

    • WP1.1.7 - Performance Evaluation and Service Life Extension of Existing Bridges
       
      There are a large number of existing reinforced concrete (RC) bridges in mainland Europe, UK, and the US that are either close to their useful service lives or their useful service lives have already passed. Furthermore, these bridges increasingly subjected to variety of short and long-term environmental threats. Short-term threats include extreme events such as floods, storms and in some parts of the world earthquakes, tsunamis etc. Long-term threats are related to infrastructure material ageing and climate change. The global population is projected to reach 9.5b and by 2050, leading to significantly increased need for efficient use and maintenance of existing and construction of new transport infrastructure. Bridges are critical nodes in any transport infrastructure network, and they compromise the functionality of the network if they malfunction or are disabled.

      In order to safely and accurately assess the structural performance of existing bridges and extend their service life, particular attention must be paid to structural detailing, loading (service loads, abnormal loads, and extreme events), and ongoing deterioration, and repair/strengthening options. This will be done in collaboration with other commissions to avoid any overlap between the different commissions.

      The primary objectives of the working party (WP) includes, but is not limited to:
      • Assessment of Structural Vulnerability
      • Corrosion Impact on Remaining Service Life of Bridge
      • Low-Carbon Repair and Strengthening Methods
      • Integration with Sustainable Design and Assessment Practices
      • Seismic Performance Consideration
      • Collaboration and Knowledge Sharing

      Mohammad Mehdi KashaniConvener
      Mohammad Mehdi Kashani
      Zila RinaldiCo-Convener
      Zila Rinaldi

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Mohammad Mehdi Kashani United Kingdom Associate Professor of Structural Engineering
      Zila Rinaldi Italy University of Rome “Tor Vergata”
      Alberto Meda Italy University of Rome “Tor Vergata”
      Thierry Delemont Switzerland T-ingenierie SA
      Maria Rosaria Pecce Italy University of Naples Federico II
      Chris Hendy United Kingdom Atkins
      Alan O'Connor Ireland University of Dublin
      Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
      Beatrice Belletti Italy Univ. degli Studi di Parma - Engineering and Architecture
      Fausto Minelli Italy University of Brescia
      Arianna Minoretti Norway Statens vegvesen
      Tor Martius-Hammer Norway SINTEF AS
      Fengqiao Zhang Netherlands TU Delft
      Evangelia Georgantzia United Kingdom City University of London
      Alex Salter United Kingdom Ramboll UK
      Behrouz Shafei United States -

    First name Last name Country Affiliation
    Florent Imberty France Razel SA
    Guido Morgenthal Germany Bauhaus University
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    Peter Curran United Kingdom Ramboll UK
    Miguel Angel Astiz Suarez Spain Carlos Fernandez Casado S. L.
    Steffen Marx Germany Technische Universität Dresden
    Mike Schlaich Germany TU Berlin
    David Fernández-Ordóñez Switzerland fib
    Thierry Delemont Switzerland T-ingenierie SA
    Juan Sobrino Spain Pedelta, S. L.
    Mohammad Mehdi Kashani United Kingdom Associate Professor of Structural Engineering

  • TG1.2 - Concrete structures in marine environments

    Well-designed, well-built concrete structures are particularly suited for the marine environment. Task Group 1.2 has so far focused on structures for oil and gas fields in hostile marine environments (fib Bulletin 50) and on concrete structures in marine environments in general (fib Bulletin 91). A special focus has been done on floating tube bridges to help the designers to consider this promising alternative (fib Bulletin 96).

    Significant experience has been gained from the design and construction of offshore concrete structures of the world and concrete has shown the possibility to design durable structures also in aggressive marine environment.

    The topic of durability is, nowadays, more and more important, especially considering the goals on sustainability that the community is required to reach. Durable, safe and sustainable floating concrete structures will provide an important alternative in a future with lack of space on land and new technological solutions, for example for renewable energy production, that are continuously approaching the market.

    Arianna MinorettiConvener
    Arianna Minoretti

    • WP1.2.1 - Floating concrete structures
       
      In many cases, floating structures have some clear advantages compared to fixed structures. The motivation of the work in this WP is to demonstrate these advantages, and attempt to draw conclusions as to what applications are particularly promising.
       
      The objective of WP1.2.1 is to demonstrate the usefulness of concrete in a modern society where floating structures may be needed. It will identify and consider potential applications of marine floating concrete structures, and then make selections and go into more detail on how the selected applications can be made competitive.

      Tor Ole OlsenConvener
      Tor Ole Olsen

      First name Last name Country Affiliation
      Tor Ole Olsen Norway Olav Olsen a.s.
      Francisco Esteban Lefler Spain FCC Construction
      Harald Rogne Norway Olav Olsen
      Ove Tobias Gudmestad Norway University of Stavange
      Arnstein Godejord United States Arup
      Hilde Benedikte Østlund Norway Kværner
      Mike Paschalis Belgium BESIX
      Wenche Rettedal Norway Statoil
      Tom Wike Norway ØKAW
      Rolf Larssen Norway Aas Jacobsen
      Michel Vache France Doriseng
      Kåre Hjorteset United States BergerABAM
      Milos Zich Czech Republic Strasky, Husty and Partners
      Gordon Jackson United Kingdom Arup Energy
      Kjetil Thorsen Norway Snøhetta
      Steinar Helland Norway S Helland Konsult
      João Almeida Portugal Instituto Superior Técnico Lisboa
      Adrian Gnägi Switzerland VSL International Ltd.
      Terje Kanstad Norway The Norwegian Univ.of Science & Tech
      Milan Kalny Czech Republic Pontex Ltd.
      David Fernández-Ordóñez Switzerland fib
      Stein Atle Haugerud Norway Dr. techn. Olav Olsen a.s.
      Aurelio Muttoni Switzerland École polytechnique fédérale de Lausanne (EPF Lausanne)
      Fernando Stucchi Brazil ABECE/EGT
      Luis Peset Gonzales Spain Dragados SA
      Michel Hamon France Doris Engineering
      Scott Haynes Hong Kong VSL
      Paul Notenboom Netherlands Arcadis
      Christophe Rozier France Bouygues Travaux Publics
      Coen Van der Vliet Netherlands Arcadis
      Hugo Corres Spain FHECOR Ingenieros Consultores
      Dag Nikolay Jenssen Norway -

    • WP1.2.2 - Submerged floating tube bridges (SFTB)
       
      Sometimes our infrastructures need to cross water. Immersed tunnels that sit on the seabed are widely used; more than 100 have been built.
       
      Submerged floating tube bridges (SFTB) have never been built. Submerged floating tube bridges are floating bridges, submerged at a defined depth below the water surface. They may be supported between landfalls, either by tension legs or pontoons. They have a closed cross section, like the one of an ordinary tunnel, but they behave like a bridge.
       
      The main scope of this working party is to provide the community with the information needed regarding the SFTB technology.

      Arianna MinorettiConvener
      Arianna Minoretti

      First name Last name Country Affiliation
      Gordon Jackson United Kingdom Arup Energy
      David Fernández-Ordóñez Switzerland fib
      Stein Atle Haugerud Norway Dr. techn. Olav Olsen a.s.
      Arianna Minoretti Norway Statens vegvesen
      Coen Van der Vliet Netherlands Arcadis
      Bjørn Isaksen Norway Norwegian Road Administration
      Hugo Corres Spain FHECOR Ingenieros Consultores
      Tor Ole Olsen Norway Olav Olsen a.s.
      Mathias Egeland Eidem Norway Statens vegvesen (NPRA)
      Marco Novello Italy Sapeim
      Noelia Gonzalez Patiño Spain Ggravity-Dragados
      Yuichiro Kawabata Japan -

    • WP1.2.3 - Environmental benefits of marine concrete structures
       
      The WP would work on the topics of influence of the marine concrete structures on the biological environment, climate challenges (CO2) for marine structures and resilience of marine structures respect to climate changes. An additional topic could be how marine concrete structures can help reducing the negative environmental aspects of nowadays activities, like congestions, polluting factories, renewable energies, food production and so on.

      Arianna MinorettiConvener
      Arianna Minoretti

      First name Last name Country Affiliation
      Arianna Minoretti Norway Statens vegvesen
      Christian John Engelsen Norway SINTEF
      Tim Fristed Norway Multiconsult
      Evert Mul Norway NINA
      Liberato Ferrara Italy Politecnico di Milano
      Satoshi Komatsu Japan -
      Luca Martinelli Italy Politecnico di Milano - Dep. of Civil and Environmental Engineering
      Marco Novello Italy Sapeim
      Tor Ole Olsen Norway Olav Olsen a.s.
      Aad van der Horst Netherlands -
      Lyubomira Vasileva Finland Ramboll Finland

    • WP1.2.4 - Submerged/floating bridges in seismic areas
       
      The WP would work on floating structures as solutions for seismic areas.

      Luca MartinelliConvener
      Luca Martinelli

      First name Last name Country Affiliation
      Luca Martinelli Italy Politecnico di Milano - Dep. of Civil and Environmental Engineering
      David Fernández-Ordóñez Switzerland fib
      Federico Perotti Italy Politecnico di Milano
      Raffaele Landolfo Italy Università degli Studi di Napoli "Federico II"
      Federico Mazzolani Italy Università degli Studi di Napoli "Federico II"
      Beatrice Faggiano Italy Università degli Studi di Napoli "Federico II"
      Yiqiang Xiang China Zhejiang University
      Yonggang Shen China Zhejiang University
      Margaux Geuzaine Belgium NatHaz Modeling Laboratory
      Marta Del Zoppo Italy University of Naples Federico II
      Francesco Foti Italy Politecnico di Milano
      Jian Dai Norway OsloMet – Oslo Metropolitan University
      Giacomo Lovane Italy Università degli Studi di Napoli "Federico II"

    • WP1.2.5 - Inspections monitoring and maintenance for constructions
       
      The WP will focus on how to best solve issues on inspections and continuous monitoring to answer to the maintenance problems, toward a more durable life for marine structures.

      Marco NovelloConvener
      Marco Novello

      First name Last name Country Affiliation
      Giovanni Massari Italy SAIPEM
      David Fernández-Ordóñez Switzerland fib
      Marco Novello Italy Sapeim
      Simon Fjendbo Denmark DTI - Danish Technological Institute
      Matteo Gastaldi Italy Politecnico of Milano
      Samindi Samarakoon Norway University of Stavanger
      Carola Corazza Italy HBK
      Claudia Gennaro Italy SISGEO
      Thibaut Lando France Antea Group
      Hadeel Maiah United Arab Emirates Gulf Survey
      Régis Blin Switzerland SMARTEC SA

    • WP1.2.6 - Innovative solutions for submerged and floating structures in marine environment
       
      The challenges posed by an evolving society and the growing attention towards sustainability and optimal exploitation of natural resources require the entire Civil Engineering community to rethink the conceptual paradigms underlying the design of structures and infrastructures serving the community, including environmental structures and, more specifically, structures in contact with rivers and seas, which also serve as a driver to the Blue Economy sector.

      The activities of WP 1.2.6 are placed in this line of renewal, aimed at the study of submerged and floating structures in marine environment: these structures pose a series of challenges, ranging from the choice (or even conception) of the building material, in light of the adverse and even aggressive environmental conditions, up to the accurate evaluation of the state of stress, from the perspective of the most modern probabilistic approaches to the problem.

      Patrick BamonteConvener
      Patrick Bamonte

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Tor Ole Olsen Norway Olav Olsen a.s.
      Cheng Shanshan United Kingdom University of Plymouth
      Liberato Ferrara Italy Politecnico di Milano
      Patrick Bamonte Italy Politecnico di Milano
      Gordon Jackson United Kingdom Arup Energy

    First name Last name Country Affiliation
    Tor Ole Olsen Norway Olav Olsen a.s.
    David Fernández-Ordóñez Switzerland fib
    Stein Atle Haugerud Norway Dr. techn. Olav Olsen a.s.
    Arianna Minoretti Norway Statens vegvesen
    Coen Van der Vliet Netherlands Arcadis
    Satoshi Komatsu Japan -
    Mathias Egeland Eidem Norway Statens vegvesen (NPRA)
    Gordon Jackson United Kingdom Arup Energy
    Alberto Meda Italy University of Rome “Tor Vergata”
    Noelia Gonzalez Patiño Spain Ggravity-Dragados
    Aad van der Horst Netherlands -
    Federico Perotti Italy Politecnico di Milano
    Cheng Shanshan United Kingdom University of Plymouth
    Luca Martinelli Italy Politecnico di Milano - Dep. of Civil and Environmental Engineering
    Marco Novello Italy Sapeim
    Emilio Burgueño Argentina BCD Ingeniería
    Patrick Bamonte Italy Politecnico di Milano

  • TG1.3 - Buildings

    The use of concrete in Building Structures is widespread throughout the world and is generally well documented in the various national codes and standards. There are however a number of areas where guidance to designers is unclear or where significant interpretation is required. The aim of this task group is to review the current design and construction approaches used and to identify where additional guidance is required. Where it is felt necessary, the group will undertake the appropriate literature searches, review the available current guidance and produce new design advice and recommendations in the form of fib bulletins.

    The main goals of TG1.3 main goals are to:

    • identify how recent improvements in concrete knowledge and technology are, or could be, applied to building structures;
    • prepare state-of-the-art reports, guidelines and recommendations on the use of concrete in the design and construction of concrete buildings.

    Andrew TrubyConvener
    Andrew Truby

    • WP1.3.2 - Planning Movement Joints in Concrete Buildings
       
      For larger concrete buildings, movement joints are necessary to control the effects of drying shrinkage, temperature and creep. The positioning of movement joints is dependent on building shape, positioning of cores and shear walls and can be influenced by construction sequence and pour layout. The presence of joints is a fundamental factor in planning the stability system of buildings.
       
      There is a trend in hospitals and other buildings requiring hygienic conditions towards wider spacing of movement joints.
       
      The main goals of WP1.3.2 will be to create a reference document that will provide guidance on planning for movement and positioning of movement joints in concrete buildings, with particular emphasis on enclosed rather than open buildings.

      Jeremy WellsConvener
      Jeremy Wells

      First name Last name Country Affiliation
      Jeremy Wells United Kingdom WSP
      Jenny Burridge United Kingdom The Concrete Centre
      Stuart Marsh United Kingdom Skidmore Owings & Merrill LLP
      Nadarajah Surendran United Kingdom PRAETER Engineering Ltd
      Richard Reynolds United Kingdom Buro Happold
      Andrew Truby United Kingdom Truby Stevenson Ltd
      Andrew Fraser United Kingdom Ramboll UK
      Christian Tygoer United Kingdom AKT II
      Phil Mansell United Kingdom Robert Bird
      Colin Banks United Kingdom Laing O’Rourke
      Keith Jones United Kingdom Ramboll
      Dave Cotton United Kingdom Atkins

    First name Last name Country Affiliation
    George Keliris United Kingdom Buro Happold Ltd.
    Steve Mckechnie United Kingdom Arup
    Jean Marc Jaeger France SETEC TPI
    Andrew Fraser United Kingdom Ramboll UK
    Pierre Leflour France Setec tpi
    Richard Reynolds United Kingdom Buro Happold
    Paulo Silva Lobo Portugal University of Madeira-Funchal
    Jenny Burridge United Kingdom The Concrete Centre
    Stefano Cammelli United Kingdom BMT Fluid Mechanics Ltd.
    Phil Mansell United Kingdom Robert Bird
    Colin Banks United Kingdom Laing O’Rourke
    Andrew Truby United Kingdom Truby Stevenson Ltd
    Nadarajah Surendran United Kingdom PRAETER Engineering Ltd
    Stuart Marsh United Kingdom Skidmore Owings & Merrill LLP
    Mario Alberto Chiorino Italy Politecnico di Torino
    John Cairns United Kingdom Heriot-Watt University
    Kaare Dahl Denmark Rambøll
    David Fernández-Ordóñez Switzerland fib
    Jeremy Wells United Kingdom WSP
    Nick Zygouris Greece Lithos Consulting Engineers
    Fabrizio Palmisano Italy PPV Consulting Studio Palmisano Perilli Associati,

  • TG1.4 - Tunnels

    Transports, mining, water management, energy network development, combined with environmental concern, are leading to a large increase of tunneling works around the World. As structural concrete plays a primary role, among other materials, for the realization of those works, it appears that many issues related to the use of concrete in tunnels ought to be addressed, in order to allow and promote the best use of structural concrete in this field of civil engineering.

    The main goals of TG1.4 main goals are to:

    • identify how recent improvements in concrete knowledge and technology are, or could be, applied to tunnels, and how new developments in tunnel construction can rely upon concrete technologies;
    • prepare state-of-the-art reports, guidelines, recommendations for the use of concrete in tunnels design and construction.

    Alberto MedaConvener
    Alberto Meda

    First name Last name Country Affiliation
    Frank Dehn Germany KIT Karlsruher Institut für Technologie
    Carola K. Edvardsen Denmark Cowi AS
    Alberto Meda Italy University of Rome “Tor Vergata”
    David Fernández-Ordóñez Switzerland fib
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Giuseppe Tiberti Italy University of Brescia
    Sylvie Giuliani-Leonardi France Vinci Construction Grands Projets
    Sotiris Psomas United Kingdom Morgan Sindall
    ab van den bos Netherlands NLyse
    Sébastien Bouteille France Développement durable
    Fabio di Carlo Italy University of Rome Tor Vergata
    Colin Eddie United Kingdom CECL
    Michele Mangione United Kingdom ARUP
    Simone Spagnuolo Italy University of Rome "Tor Vergata"
    Panagiotis Spyridis Germany -

  • TG1.5 - Structural sustainability

    Recently, sustainability has been discussed with regard to materials, recycling and so on, relating to the reduction of CO2 emissions. However, sustainability has another aspect, for example, the structure, design and construction, which can lead to reducing energy consumption and non-renewable resources over the course of the full life-time of a structure. Minimising energy consumption and non-renewable resources, will be discussed in the context of environmental, social and economic aspects in order to provide sustainable solutions for our society. These discussions will be key for developing sustainable structures. This philosophy is defined as “Structural Sustainability”.

    The aim of this Task Group is to focus on minimising energy consumption and non-renewable resources during the life-time of structures from the structural point of view. Basically, the structures built using current specifications are durable. Therefore, structural sustainability should be defined as the difference from existing technologies to new ones in order to make structural sustainability clear. Examples of structural type, detailing, design, special construction techniques and so on for structural sustainability will be collected to publish a state-of-the-art report.


    Akio KasugaConvener
    Akio Kasuga

    First name Last name Country Affiliation
    Gordon Clark United Kingdom Consultant
    Milan Kalny Czech Republic Pontex Ltd.
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    José Arizón Spain Aguacanal
    Kenichi Kata Japan Sumitomo Mitsui Consctruction Co, Ltd.
    João Almeida Portugal Instituto Superior Técnico Lisboa
    Ekkehard Fehling Germany IBB Fehling + Jungmann GmbH
    Michel Moussard France Consultant
    Alessandro Palermo United States University of California, San Diego
    David Fernández-Ordóñez Switzerland fib
    Petr Hajek Czech Republic Czech Technical University in Prague
    Philippe Vion France VINCI Construction Grands-Projets
    Hugo Corres Spain FHECOR Ingenieros Consultores
    Natividad Garcia Troncoso Ecuador Escuela Superior Politecnica del Litoral
    Khuyen Hoang Japan -
    Adriano Reggia Italy -
    Borja Regúlez Spain -
    Konrad Bergmeister Austria Univ. Bodenkultur
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    Lara Rueda Spain -
    Nisrine Makhoul France -
    Panagiotis Spyridis Germany -

  • TG1.6 - History of concrete structures

    During the long history of CEB, FIP and now fib, the main objectives of their commissions, task groups and special activity groups were and are actual topics of research, application and dissemination.

    Construction history is a rapidly growing research field in the community of architects and civil engineers. The last conference on construction history took place in Paris in July 2012 and consisted of 66 sessions. Only two of them focused on concrete and concrete construction. Furthermore, none of the key lectures was related to concrete.

    The task group intends to set up a process which shall result in the publication of a series of bulletins covering the global history of structural concrete, from its first developments to the present situation.

    At the beginning, it is very important to organise the extremely broad field of historic research. It is suggested to start with a narrower approach, mainly with the collection of historic material. A broader approach implies the integration of concrete history within the time, including political, social, climatic, economic and ecological circumstances. This will require more time as well as the addition of historically educated experts.


    Manfred CurbachConvener
    Manfred Curbach
    Michel MoussardCo-Convener
    Michel Moussard

    First name Last name Country Affiliation
    Gordon Clark United Kingdom Consultant
    David Fernández-Ordóñez Switzerland fib
    Edwin Trout United Kingdom The Concrete Society
    François Cussigh France Vinci Construction
    Per Jahren Norway Consultant
    Patricia Garibaldi Germany Technische Univ. Dresden
    Rita Greco Italy Technical University of Bari - DICATECH
    Jean Michel Torrenti France Univ Gustave Eiffel
    Manfred Curbach Germany Technische Univ. Dresden
    Michel Moussard France Consultant
    F. Javier León Spain FHECOR - Ingenieros Consultores
    Luc Taerwe Belgium Ghent University
    Paul Acker France Consulting
    Ruben Paul Borg Malta University of Malta
    Pepa Cassinello Spain Universidad Politécnica de Madrid

  • TG1.7 - Construction of concrete structures

    The areas of interest have been developed from the viewpoint that the construction process has two main components: perception related aspects and process aspects. The perception related aspects comprise materials, workmanship, formwork and scaffolding, curing of concrete, concrete surface, testing and monitoring, high performance concrete, special technologies, specifications and training/education. The process related aspects comprise the construction process of concrete structures, quality management and life cycle management.

    The task group addresses state-of-the-art basic principles of the construction process of concrete structures at site. Furthermore, the task group reflects on anticipated developments, which could have a significant influence on construction. The objective is to develop awareness regarding aspects which have an impact on safety, serviceability, durability and environmental issues of concrete structures to be built on site, and to provide information as how to handle the basic principles. The output will be presented as internationally harmonised reports.


    Aad van der HorstConvener
    Aad van der Horst

    First name Last name Country Affiliation
    Fabrice Cayron France Bouygues Travaux Publics
    José Turmo Coderque Spain Universitat Politecnica de Catalunya
    Aad van der Horst Netherlands -
    Oliver Fischer Germany Technical University Munich
    David Fernández-Ordóñez Switzerland fib
    Gopal Srinivasan United Kingdom Arup
    Marcos Sanchez Ireland ARUP
    Héctor Bernardo Gutiérrez Spain Pontem Engineering Services
    Corin Walford United Kingdom -

  • TG1.8 - Concrete industrial floors

    Concrete is often used for industrial floors that are designed to withstand static and dynamic loads as well as the degradation caused by operations and the environment.

    Industrial floor must be properly designed for resisting point and distributed loads due to shelves and vehicles present on the floor. Seismic action transmitted by shelves must be considered in seismic areas.

    Shrinkage phenomena play a major role since they provoke early age cracks that can be controlled by contraction joints that are likely to damage due to wheel crossing.

    Another important issue is represented by the top finishing layer that had to be properly designed to resist abrasion.

    Main scope of the Task Group is to briefly describe the most important issues in concrete technology for industrial floors, give relevant references to important literature, describe important design premises, give guidance to potential improvements and maintenance. Some attention will be also devoted to refurbishing of existing floors.


    Giovanni A. PlizzariConvener
    Giovanni A. Plizzari

    First name Last name Country Affiliation
    Gianluigi Pirovano Italy -
    Valérie Pollet Belgium BBRI-Rilem
    Pedro Serna Ros Spain Univ. Politecnica de Valencia-Icitech
    Johan Silfwerbrand Sweden KTH Royal Institute of Technology
    Alberto Meda Italy University of Rome “Tor Vergata”
    Giovanni Plizzari Italy University of Brescia
    David Fernández-Ordóñez Switzerland fib
    Bryan Barragan France OCV Chambery International
    Klaus Holschemacher Germany HTWK Leipzig
    Amir Bonakdar United States Euclid Chemical – ACI
    Antonio Conforti Italy University of Brescia
    Carles Cots Corominas Spain BASF
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Vinciane Dieryck Belgium BBRI
    Navneet Narayan India Bekaert
    Ralf Winterberg Malaysia Managing Director
    Raul Luis Zerbino Argentina LEMIT-CIC
    Francois JOUFFREY France -
    Todd Clarke Australia BarChip

 

First name Last name Country Affiliation
Josée Bastien Canada University Laval
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Gordon Clark United Kingdom Consultant
Giovanni Plizzari Italy University of Brescia
Aad van der Horst Netherlands -
Andrew Truby United Kingdom Truby Stevenson Ltd
Tor Ole Olsen Norway Olav Olsen a.s.
Alberto Meda Italy University of Rome “Tor Vergata”
Jim Forbes Australia Arcadis
Manfred Curbach Germany Technische Univ. Dresden
David Fernández-Ordóñez Switzerland fib
Michel Moussard France Consultant
Shoji Ikeda Japan Hybrid Research Inst. Inc.
Michel Virlogeux France Virlogeux Consulting
Hugo Corres Spain FHECOR Ingenieros Consultores
Thierry Delemont Switzerland T-ingenierie SA
Arianna Minoretti Norway Statens vegvesen

YMG: Young Members Group

Motivation

The fib believes that it is crucial that young professionals are given the opportunity to fully participate in the activities of the organisation. They are welcome to participate in the commissions and task groups and to become part of the decision bodies. Currently, however, most of the young members do not actively participate in the development of documents and in the decisions of the fib.

To solve this issue, the fib Presidium has approved the creation of an fib Young Members Group. All members of the Presidium have high expectations for the development of this group. The Young Members Group aims to build a framework that will allow young engineers to participate in the activities of the association and to bring their ideas to the working groups and the decision bodies.

Another important goal of the Young Members Group is to connect young members at an international level and contribute to fostering the next generation of the fib. Young members here include any young people studying and working in the field of structural concrete, regardless of nationality, occupation, gender, ethnicity, religions, disability or any other status.

Scope and objective

The main objectives of the fib Young Members Group include:

  • Encouraging and supporting young members to participate in professional activities in the commissions and task groups
  • Networking among young members
  • Enhancing the diversity and inclusiveness in the organization
  • Organising workshops and meetings tailored to young members' needs so that they can study the work of other engineers to improve one's own work and can improve the profession’s self-concept in the 21st century
  • Establishing connections with universities to encourage junior engineers to help engineering students and to be a source of knowledge for the students

In addition to the above objectives, the fib Young Members Group aims to establish connections with similar groups and associations in other countries.

Further links:

 

Marco MeloCommission Chair
Marcelo Melo
Ricky Tai
Deputy Chair
Ricky Tai
YMG Board Members
Ohno Motohiro (Japan) - Past chair Andri Setiawan (Indonesia) - Secretary
Marta Del Zoppo (Italy) Felipe García (Spain)
Natividad Garcia (Ecuador) Rodolfo Jr Mendoza (Philippines)
Ahmad Khartabil (UAE) Andrey Lapshinov (Russia)
Gaël Le Bloa (France) Joanna Agnieszka Markowska (Norway)
Ze'ev Navon (Israel) Benedict Olalusi (South Africa)
Chong Yong Ong (Malaysia) João Pacheco (Portugal)
Samanta Robuschi (Sweden) Ahmed Seyam (Palestine)
Vladyslav Shekhovtsov (Ukraine) Sandor Solyom (Hungary)
Nadine Pressmair (formerly Stoiber) (Austria) Nikola Tošić (Serbia)
Patrick Valeri (Switzerland)  Graham Webb (United Kingdom)

There are two working groups within the YMG that focuse on Webinars and Podcasts:

WORKING ON TG10.3 - Examples on the Model Code PODCASTS wORKING GROUP
Petar Bajic Patrick Valeri - Convener
Lígia Doniak Nadine Pressmair
André Furtado Nikola Tošić
Irene Josa Graham Webb
Juan Lozano  
Marcelo Melo  
Motohiro Ohno  
Andri Setiawan  
Nikola Tošić  
Patrick Valeri  
Szabolcs Szinvai  

  • Mentoring programme

    The fib mentoring programme brings together experienced professionals keen to share their knowledge and network, and young professionals starting their professional career and who are in need of advice from knowledgeable engineers.

    • Who is it for?

    To take part as a mentee, individuals should be fib members and members of the fib Young Members Group. They should either be finishing their studies or starting out their career as an engineer.

    To take part as a mentor, individuals should be fib members, above 40 years old, have 5 years of professional experience in structural concrete and have been a member of the fib for 5 years or more. fib Fellows are particularly encouraged to become mentors.

    • How does it work?

    Mentoring is a cooperative partnership in which seasoned professionals share their experience and knowledge with less experienced young professionals. Both parties stand to gain from this partnership.

    The duration of mentoring is one year but may be renewed if both parties agree. The mentoring agreement is a starting point for mentees and mentors to establish their mutual goals and plan their meetings.

    • How to apply?

    If you wish to apply as a mentee, please contact the fib Secretariat.

 

 

First name Last name Country Affiliation
David Fernández-Ordóñez Switzerland fib
Nikola Tošić Spain Universitat Politècnica de Catalunya
Patrick Valeri Lorenzo Switzerland Dr. Lüchinger+Meyer Bauingenieure AG
Motohiro Ohno Japan The University of Tokyo
Dmitry Kuzevanov Russian Federation NIIZHB
Vladyslav Shekhovtsov Ukraine Odesa State Academy of Civil Engineering and Architecture
Raffaele Cantone Switzerland -
Graham Webb United Kingdom WSP
Gael Le Bloa France HILTI France
Anass El Farissi France University of La Rochelle
Marco Teichgraeber Poland -
Mladena Luković Netherlands -
Elena Ciampa Italy University of Sannio
Andrey Lapshinov Russian Federation "Moscow State University of Civil Engineering mgsu.ru"
Alexandre Mathern Sweden -
Jemma Ehsman Australia Rio Tinto - Dampier Salt
Marta Del Zoppo Italy University of Naples Federico II
Isabella Giorgia Colombo Italy Politecnico di Milano
Maria Teresa De Risi Italy University of Naples Federico II
Lorenzo Radice Italy DSC ERBA Engineering
Marco Rampini Italy Politecnico di Milano
Vittoria Ciotta Italy University of Naples Federico II
Diego Gino Italy Politecnico di Torino
Costantino Menna Italy University of Naples Federico II
Fuyuan Gong China Zhejiang University
Đorđe Čairović Czech Republic -
Peter Paulik Slovakia Slovak University of Technology in Bratislava
Fangjie Chen Australia -
Debadri Som Canada Graduate Student/Research Assistant
Oladimeji Olalusi South Africa University of Kwazulu-Natal
João Nuno Pacheco Portugal CERIS/ IST, University of Lisbon
saied kashkash Hungary -
John Kolawole United Kingdom Loughborough University
Asaad Biqai Lebanon Beirut Arab University
Jakub Kraľovanec Slovakia University of Žilina
Munir Basmaji United Arab Emirates -
Ahmad Khartabil United Arab Emirates Transgulf Readymix Concrete Co.
Alireza Tabrizikahou Poland PhD candidate at Poznan University of Technology
Rui Valente Portugal Universidade do Porto
Zeev Navon Israel -
Samanta Robuschi Sweden Chalmers University
Andrija Radović Serbia Faculty of Technical Sciences, University of Priština in Kosovska Mitrovica
Özgür Yurdakul Czech Republic Univerzita Pardubice
Brandon Byers Switzerland ETH Zurich
Samuel Halim Indonesia -
Bessong Tambe MIET Cameroon The Chartered Institute Of Building CIOB
Natividad Garcia Troncoso Ecuador Escuela Superior Politecnica del Litoral
Mahshid Abdoli Iran, Islamic Republic of -
Giovanni Volpatti Switzerland Bluewin
Nandhu Prasad India -
Irene Josa United Kingdom University College London (UCL)
Milena Janković Montenegro -
Jdidi DAOUD Tunisia -
Ingrid Irreno Brazil -
Pavel Ostrovsky Finland Ramboll Finland
Abhishek Chaudhari India Research Scholar
Nadine Pressmair (formerly Nadine Stoiber) Austria University of Natural Resources and Life Sciences
Mouna BOUMAAZA France Vinci Construction
Andrea Monserrat López Spain Universitat Politècnica de Catalunya
Petar Bajic Spain -
Jushan Babar Bangladesh Chittagong University of Engineering & Technology (CUET), Chittagong, Bangladesh
Marcelo Melo Brazil Casagrande Engenharia
Orhun Kalyoncu Turkey Researcher
André Abreu Brazil -
Manoj N India VNIT
Xianlin Wang Switzerland Ecole Polytechnique Fédérale de Lausanne (EPFL)
Kasperi Pirttikoski Finland Ramboll Finland
Mehboob Rasul Japan Technology Development Division
Jules Smits Belgium KU Leuven - De Nayer Campus
Peter Gappmaier Austria -
Daniel Trento Italy -
Giorgio Mattarollo Italy Carinthia University of Applied Sciences
Konrad Szczepański Poland -
Eryk Goldmann Poland Silesian University of Technology
Sevin Yaren Aytepe Netherlands TU Delft
Abdullah Niğdelioğlu Turkey -
Mohamed Nafees Mohamed Nushan Pakistan Washington Accord Affiliation, Registered
Swapnil Ghodke India -
Mohammad Sulaiman Dawood United States -
André Furtado Portugal Instituto Superior Tecnico, Universidade de Lisboa
Eduardo Sanchez Ecuador Estudiante
Pietro Mazzuca Italy University of Calabria
Shana Van Hout Belgium -
Juan Mauricio Lozano Valcarcel Germany Technical University of Munich
Qifan Ren Portugal University of Lisbon
Ali Salmani Iran, Islamic Republic of Faculty of Civil Engineering, Iran University of Science and Technology, Tehran, Iran
Fred Ferreira da Conceição Brazil -
Rafaela Eckhardt Brazil -
Szabolcs Szinvai Hungary BME
Rekia Zouini Algeria -
Ligia Doniak Brazil -
Emilio Burgueño Argentina BCD Ingeniería
Thilo Schmidt Germany Bochum University of Applied Sciences | Institute of Concrete Structures
Khori Browne Germany -
Jovan Markovic Norway MSc Structural Engineer
Hilal Khan Pakistan National University of Sciences & Technology (NUST)
Minghong Qiu Japan -
Ricky Tai Netherlands -
Monica Santamaria-Ariza Portugal University of Minho
Jari Laahanen Finland -
praveen Koyyana India -
Arman koç Turkey -
FELIPE LOPES Brazil -
Ouijdane Qacami France -
Armando Cerqueira Sobrinho Brazil -
mohamed nasser France -
Mina Fakeh Canada -

SAG: Sustainability

Motivation

In 2020, many countries, including the EU and Japan, declared their commitment to carbon neutrality by 2050. This movement has gained momentum, particularly after the COVID-19 pandemic, with over 100 countries now involved. Despite the significant CO2 emissions of the concrete sector, concrete remains an essential material for human prosperity. To achieve sustainability goals, the world will require concrete structures with minimal CO2 emissions in the near future. Clients and taxpayers may begin to demand that designers, constructors, and owners quantify the CO2 emissions of their projects properly. In this context, the fib must be prepared to lead the change in the structural concrete community. It is essential that the fib shares its knowledge and provides proper methodological approaches to enable a reliable assessment of the environmental impact of concrete structures.

Scope and objective of technical work

To achieve its goal, the SAG will focus on three objectives:

  • Establishing a comprehensive database of environmental impact data for structural materials used in concrete structures. The SAG will prioritize data related to the construction stage, but will also develop a strategy to manage data from the operational and maintenance stages, as well as the dismission stage. The data platform will need to be continuously maintained by collecting new data and updating existing data, with a focus on different lifecycle stages in different geographical areas. The SAG will source this data from manufacturers, designers, associations, and other institutions.
  • Defining a reliable methodological approach to support designers in quantifying the environmental impact of concrete structure projects. The methodology will be based on LCA principles and focus on the requirements and performance of structures. The approach will be easily implementable and usable in the design process, with a common set of indicators and proper metrics established to compare data and allow for the definition of benchmarks. The methodology may also identify a Product Category Rule, according to the ISO 14000 series, to enable designers to produce EPDs for individual concrete structures.
  • Identifying the best tools and knowledge to guide the decision-making process towards optimal structural solutions in terms of environmental impact while still satisfying expected structural and functional performances. The SAG will suggest proper optimization strategies and procedures and identify best practices for different structures, in various market conditions and geographical areas.

 

Domenico AsproneCommission Chair
Domenico Asprone
Deputy Chair
TBT

 

Figure1 Road map

Figure 1. Timeframe for carbon neutrality by 2050.

 

  • TG.SAG.1 - fib Database

    The TG.SAG.1 aim to establish a comprehensive database of environmental impact data for structural materials used in concrete structures. The TG.SAG.1 will prioritize data related to the construction stage, but it will also develop a strategy to manage data from the operational and maintenance stages, as well as the dismission stage. The data platform will need to be continuously maintained by collecting new data and updating existing data, with a focus on different lifecycle stages in different geographical areas. The TG.SAG.1 will source this data from manufacturers, designers, associations, and other institutions.


    Costantino MennaConvener
    Costantino Menna

    First name Last name Country Affiliation
    Costantino Menna Italy University of Naples Federico II
    David Fernández-Ordóñez Switzerland fib
    Domenico Asprone Italy University of Naples Federico II
    Kasperi Pirttikoski Finland Ramboll Finland
    Ruben Paul Borg Malta University of Malta
    Chiara Passoni Italy University of Bergamo
    Elisabetta Palumbo Italy -

  • TG. SAG.2 - Sustainable Concrete Structures

    The TG.SAG.2 aims to contribute to global carbon neutrality by 2050 through the further development of design practices for concrete structures. The objectives of TG.SAG.2 are:

    • Identifying the best practices and optimal structural solutions in terms of environmental impact, fit for various market conditions and geographical areas, while exploring a full range of material, structural, and technological innovations to enhance the sustainability of concrete structures.
    • Enabling performance-based design of sustainable structures in a life cycle perspective and consistently implementing the fib Model Code safety philosophy across a wide range of innovative solutions
    • Identifying the best tools to guide the decision-making process towards optimal structural solutions in terms of environmental impact, while meeting the desired structural, functional, and economic performance requirements

    Through the dissemination of best practices and methodologies, we aim to facilitate knowledge exchange and foster collaboration among stakeholders in the construction industry. Through enabling performance-based design of concrete structures, we will offer a more rational, efficient, and tailored approach to structural engineering, enabling designers to customize the design objectives based on the specific needs of the structure and its intended use. Through integrating multiple aspects of sustainability into the decision-making process, we will guide designers towards optimal structural solutions that minimize negative environmental consequences while meeting the necessary structural, functional and economic performance criteria. Ultimately, this will empower industry stakeholders to embrace innovative solutions for concrete structures and enable the collective commitment of industry professionals towards the goal of creating sustainable concrete structures that contribute to a more sustainable built environment.

    The TG.SAG.2 is complementary to TG.SAG.1 and will carry out its work in a collaborative process involving all relevant fib Commissions and Task Group. Additionally, interaction will be sought with the relevant expert groups within RILEM and JCSS, and the outcomes of TG.SAG.2 activities will be shared with GLOBE (Global Consensus on Sustainability in the Built Environment).

    Agnieszka BigajConvener
    Agnieszka Bigaj

    First name Last name Country Affiliation
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    David Fernández-Ordóñez Switzerland fib
    Kasperi Pirttikoski Finland Ramboll Finland
    Ruben Paul Borg Malta University of Malta
    Petr Hajek Czech Republic Czech Technical University in Prague
    Beatrice Belletti Italy Univ. degli Studi di Parma - Engineering and Architecture
    Marco Davolio Italy Politecnico di Milano
    Davide diSumma Belgium Ghent University
    Liberato Ferrara Italy Politecnico di Milano
    Domenico Asprone Italy University of Naples Federico II
    Karen Scrivener Switzerland EPFL
    Giovanni Plizzari Italy University of Brescia
    Diego Lorenzo Allaix Netherlands TNO Neitherlands
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Arianna Minoretti Norway Statens vegvesen
    Carola K. Edvardsen Denmark Cowi AS
    Francesca Marsili Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
    Irene Josa United Kingdom University College London (UCL)
    Jean Michel Torrenti France Univ Gustave Eiffel
    Marco di Prisco Italy Politecnico di Milano
    Michael Haist Germany Leibniz Universität Hannover
    Robby Caspeele Belgium Ghent University
    Søren Hansen Denmark COWI SA
    Stefanie Von Greve-Dierfeld Switzerland TFB Technology and Research for Concrete Structures
    Stuart Matthews United Kingdom Matthews Consulting
    Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
    Tomas Plauska Netherlands Consolis
    Venkataramana Heggade India Indian National Academy of Engineers
    ab van den bos Netherlands NLyse
    Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
    Jan Bujnak Slovakia Peikko Group
    José Campos e Matos Portugal University of Minho
    Jörg Unger Germany Bundesanstalt für Materialforschung und -prüfung, BAM
    Alessandra Marini Italy University of Bergamo
    Alfred Strauss Austria BOKU University
    Cyrille Dunant United Kingdom Cambridge University
    Davide Lavorato Italy Università Roma Tre, Italia
    Konrad Bergmeister Austria Univ. Bodenkultur
    Ladin Camci United Kingdom CARES (Certification Authority for Reinforcing Steels)
    Patrizia Bernardi Italy University of Parma
    Simone Spagnuolo Italy University of Rome "Tor Vergata"
    Simone Stürwald Switzerland Private
    Tor Martius-Hammer Norway SINTEF AS
    Jaime Gálvez Ruiz Spain Universidad Politecnica de Madrid
    Andrew Minson United Kingdom GCCA
    Vanderley John Brazil USP
    Chiara Passoni Italy University of Bergamo
    Alice Sirico Italy -
    Giovanni Muciaccia Italy Politecnico di Milano
    Vazul Boros Germany AIT Austrian Institute of Technology
    Rebecca Ammann Switzerland -
    Adriano Reggia Italy -
    Alberto Meda Italy University of Rome “Tor Vergata”
    Camillo Nuti Italy Università degli Studi Roma Tre
    David Ruggiero Switzerland EPFL ENAC
    Elisabete Teixeira Portugal -
    Fabrizio Moro Switzerland -
    Fatemeh Jalayer Italy University of Naples Federico II
    Francesco Romeo Italy -
    Giulio Zani Italy Politecnico di Milano
    Jochen Köhler Norway NTNU
    Martin Cyr France Université de Toulouse
    Rebecca Gravina Australia The University of Queensland
    Rob Vergoossen Netherlands Royal HaskoningDHV
    Silvia SANTINI Italy -
    Stephen Foster Australia UNSW Australia
    Tamon Ueda China Shenzhen University
    Thomas Blanksvärd Sweden -
    Vittoria Borghese Italy Università degli studi roma tre
    Elisabetta Margiotta Nervi Belgium Fondation Pier Luigi Nervi
    Jaakko Yrjölä Finland Peikko
    Martin Poljansek Italy Joint Research Centre in Ispra
    Matteo Spada Switzerland ZHAW
    Matthieu Bertin Ireland Ecocem
    Auli Lastunen Finland -
    Ramon Hingorani Norway SINTEF
    Eline Vereecken Belgium Hasselt University
    José Rui Pinto Portugal Krear Construção Industrializada S.A

First name Last name Country Affiliation
Domenico Asprone Italy University of Naples Federico II
David Fernández-Ordóñez Switzerland fib
Kasperi Pirttikoski Finland Ramboll Finland
Camillo Nuti Italy Università degli Studi Roma Tre
Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Albert De la Fuente Spain Universitat Politècnica de Catalunya
Ladin Camci United Kingdom CARES (Certification Authority for Reinforcing Steels)
Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
Jaime Gálvez Ruiz Spain Universidad Politecnica de Madrid
Stefanie Von Greve-Dierfeld Switzerland TFB Technology and Research for Concrete Structures
Simone Stürwald Switzerland Private
Liberato Ferrara Italy Politecnico di Milano
Tor Martius-Hammer Norway SINTEF AS
Venkataramana Heggade India Indian National Academy of Engineers
Fulvio Parisi Italy University of Naples Federico II
Costantino Menna Italy University of Naples Federico II
Tomas Plauska Netherlands Consolis
Fabrizio Moro Switzerland -
Adriano Reggia Italy -
Silvia SANTINI Italy -
Patrizia Bernardi Italy University of Parma
Beatrice Belletti Italy Univ. degli Studi di Parma - Engineering and Architecture
Ruben Paul Borg Malta University of Malta
ab van den bos Netherlands NLyse
Harshavardhan Subbarao India Construma Consultancy Pvt. Ltd.
José Américo Salvador Filho Brazil -

Privacy

  1. Collection and use of personal information
  2. What personal information the fib collects
  3. How the fib uses your personal information
  4. Collection and use of non-personal information
  5. Cookies and other technologies
  6. Disclosure to third parties
  7. Service providers
  8. Others
  9. Protection of personal information
  10. Third-party sites and services
  11. GDPR compliance
  12. Privacy questions

1. Collection and use of personal information

Personal information is data that can be used to uniquely identify or contact a single person.

You may be asked to provide your personal information anytime you are in contact with the fib. The fib and its affiliate member may share this personal information with each other and use it consistent with this Privacy Policy. They may also combine it with other information to provide and improve the fib's products, services, content, and advertising.

Following are some of the types of personal information the fib may collect and how the fib may use it.

2. What personal information the FIB collects

  • You agree that pictures taken at the fib meetings or the fib events can be used for the fib website or fib publications and news.
  • When you upload a picture you agree that the fib will be able to use the picture for its website or any other publication related to the fib.
  • When you purchase a product, download a product, register for an event, or participate in an online survey, the fib may collect a variety of information, including your name, mailing address, phone number, email address, contact preferences.

3. How the FIB uses your personal information

  • The fib may also use personal information for internal purposes such as auditing, data analysis, and research to improve the fib’s products, services, and customer communications.
  • From time to time, the fib may use your personal information to send important notices, such as communications about purchases and changes to the fib terms, conditions, and policies. Because this information is important to your interaction with the fib, you may not opt out of receiving these communications.
  • The personal information fib collects allows the fib to keep you posted on its latest product announcements and upcoming events. It also helps the fib to improve its services, content, and advertising. If you don’t want to be on the fib mailing list, you can opt out anytime by updating your preferences.

4. Collection and use of non-personal information

The fib also collects non-personal information − data in a form that does not permit direct association with any specific individual. The fib may collect, use, transfer, and disclose non-personal information for any purpose. The following are some examples of non-personal information that the fib collects and how the fib may use it:

  • The fib may collect information such as occupation, language, zip code, area code, unique device identifier, location, and the time zone where the fib product is used so that the fib can better understand customer behavior and improve its products, services, and advertising.
  • The fib also may collect information regarding customer activities on its website. This information is aggregated and used to help the fib provide more useful information to its customers and to understand which parts of its website, products, and services are of most interest. Aggregated data is considered non-personal information for the purposes of this Privacy Policy.

If the fib does combine non-personal information with personal information the combined information will be treated as personal information for as long as it remains combined.

5. Cookies and other technologies

The fib’s website, online services, interactive applications, email messages, and advertisements may use “cookies” and other technologies such as pixel tags and web beacons. These technologies help the fib better understand user behavior, tell the fib which parts of its website people have visited, and facilitate and measure the effectiveness of advertisements and web searches. The fib treats information collected by cookies and other technologies as non-personal information. However, to the extent that Internet Protocol (IP) addresses or similar identifiers are considered personal information by local law, the fib also treats these identifiers as personal information. Similarly, to the extent that non-personal information is combined with personal information, the fib treats the combined information as personal information for the purposes of this Privacy Policy.

The fib also uses cookies and other technologies to remember personal information when you use its website, online services, and applications. The fib’s goal in these cases is to make your experience with the fib more convenient and personal. For example, knowing your country and language helps the fib to provide a customized and more useful shopping experience.

If you want to disable cookies and you’re using the Safari web browser, go to Safari preferences and then to the Security panel to disable cookies. For other browsers, check with your provider to find out how to disable cookies. Please note that certain features of the fib website will not be available once cookies are disabled.

6. Disclosure to third parties

At times the fib may make certain personal information available to fib National Member Groups or Conference organisers that work with the fib to provide products and services, or that help the fib market to customers.

7. Service providers

The fib does not share personal information with companies who provide services of any kind.

8. Others

It may be necessary − by law, legal process, litigation, and/or requests from public and governmental authorities within or outside your country of residence − for the fib to disclose your personal information. The fib may also discloses information about you if the fib determines that for purposes of national security, law enforcement, or other issues of public importance, disclosure is necessary or appropriate.

The fib may also discloses information about you if the fib determines that disclosure is reasonably necessary to enforce its terms and conditions or protect its operations or users.

9. Protection of personal information

The fib takes precautions — including administrative, technical, and physical measures — to safeguard your personal information against loss, theft, and misuse, as well as against unauthorized access, disclosure, alteration, and destruction.

The fib online services such as the fib Online Store use Secure Sockets Layer (SSL) encryption on all web pages where personal information is collected. To make purchases from these services, you must use an SSL-enabled browser such as Safari, Firefox, or Internet Explorer. Doing so protects the confidentiality of your personal information while it’s transmitted over the Internet.

10. Third-party sites and services

The fib websites, products, applications, and services may contain links to third-party websites, products, and services. The fib's products and services may also use or offer products or services from third parties. Information collected by third parties, which may include such things as location data or contact details, is governed by their privacy practices. The fib encourages you to learn about the privacy practices of those third parties.

11. GDPR compliance

The fib enforces the application of the European General Data Protection Regulation (GDPR (http://ec.europa.eu/justice/data-protection/reform/index_en.htm)).

Therefore, the fib does the following tasks:

  • The fib adopts Privacy by Design and by Default. According to the GDPR, it consists in particular of:
    • minimising the processing of personal data
    • pseudonymising personal data as soon as possible
    • transparency with regard to the functions and processing of personal data
    • enabling the data subject to monitor the data processing (on request)
    • enabling the controller to create and improve security features
  • Set up a process in case of data breaches
  • The fib gives the users the rights regarding their data:
    • Right of access
    • Right to be informed
    • Right to erase (on request)
    • Right of rectification
    • Right to object
    • Right to restrict processing
    • Right not to be subject to automated decision-making
    • Right to data portability, if needed.
  • The fib seeks consent in a lawful manner:
    • Do not use long illegible terms and conditions full of legalese
    • Request consent separately from other terms and conditions
    • Names the organisation and third parties
    • Makes sure people opt in
    • Avoid consent by default or pre-ticked boxes
    • Verify the individuals age for students and young engineers
    • Provide granular options to consent to nonessential processing, if needed
    • Keep records of when and how the individual gave their consent
  • Although it is not strictly needed, as the fib does not process regularly large-scale processing of sensitive data, there is a person in the fib secretariat that is responsible for the data.
  • Document the personal data that it holds

12. Privacy questions

If you have any questions or concerns about the fib’s Privacy Policy or data processing, please contact the fib at This email address is being protected from spambots. You need JavaScript enabled to view it.

The fib may update its Privacy Policy from time to time. When the fib changes the policy in a material way, a notice will be posted on our website along with the updated Privacy Policy.

Code of Conduct

    1. Preamble
    2. Objectives of the fib
    3. Code of Conduct
    4. Reporting Procedure

fib bylaw 1: Code of Conduct

 

 

 

 

1. Preamble

The fib is an independent association of construction professionals dedicated to advancing the field of concrete structures. Its members include concrete users, researchers, designers, engineers, and experts from academia, design practices, constructors, and ownership sectors. Formed in 1998 from the merger of the International Federation for Prestressing (FIP) and the Euro-International Committee for Concrete (CEB) – both established in the early 1950s – the fib operates as a not-for-profit organisation with over 40 national member groups and around 1,000 corporate and individual members.

 

 

 

2. Objectives of the fib

According to the fib Statutes, the objectives of the association are “to develop at the international level the study of scientific and practical matters in order to advance the technical, economic, aesthetic and environmental performance of concrete construction”.

Of particular importance is the fib’s work in developing scientific and practical knowledge to enhance the technical, social, economic, and environmental performance of concrete structures. The fib’s efforts align with the United Nations Sustainable Development Goals and related initiatives advanced by other organisations.

 

 

 

3. Code of Conduct

This policy establishes standards for all members and participants in fib activities. By participating in an fib meeting or event, or in communications between members on fib matters – whether in person, in writing, or via email – all members and participants agree to adhere to this code.

Members and participants are expected to communicate professionally and constructively, both in person and online, treating all individuals with dignity, respect, and fairness.

In good faith, fib members and participants shall include and encourage diverse perspectives throughout the planning, operations, and execution of fib events and activities.

Members and participants shall not engage in any form of harassment or discrimination toward other attendees, members, guests, or staff. Harassment includes, but is not limited to, offensive verbal or written comments; negative, aggressive, or disrespectful behaviour; and actions based on gender, age, sexual orientation, gender identity, disability, physical appearance, race, ethnicity, religion, or other group identities. Additionally, harassment encompasses intimidation, stalking, unwelcome photography or recording, disruptions, and unwelcome physical contact or sexual attention.

 

 

 

4. Reporting Procedure

Any individual who is the subject of harassment or other unacceptable behaviour, or any individual who has witnessed such an incident, should notify the fib President or a fib Secretary General immediately upon occurrence of an incident, or as soon thereafter as practicable under the circumstances and This email address is being protected from spambots. You need JavaScript enabled to view it. a written summary of the incident to the fib Secretariat. Upon receipt of a report of harassment or other unacceptable behaviour, the fib will investigate and take action in accordance with fib bylaw 1: “Code of Conduct Inquiry and Review Procedure”.

 

Approved by the Presidium 7 November, 2024

Terms & conditions

  1. General
  2. Disclaimer
  3. Copyright
  4. Terms and conditions for sales

 

 

 

 

1. General

1.1 PRICES

The prices quoted in the fib bookshop are in Swiss Francs (CHF) excluding shipping, packing and order processing costs. They may subject to change without notice.

Catalogue prices of electronic publications are given for one single user. 

1.2 VAT AND CUSTOMS

The prices of the fib products do not include duties and taxes.

The purchaser is responsible for all duties, taxes and custom fees.

1.3 TAX STATUS

The fib headquarters is located in Lausanne and registered in the Canton of Vaud, Switzerland for tax purposes. The Trade Register registration number is CHE-112.232.109. The federation is subject the law of Canton of Vaud.

1.4 MEMBERSHIP

The fib Membership is for calendar years regardless of the payment date.

The fib Membership subscription is renewed automatically unless terminated in writing received by the fib Secretariat on or before 30th September of the current year of subscription period. 

1.5 METHODS OF PAYMENT

Payment is due at the time of ordering. Payments can be made:

1.5.1 by Credit card: Mastercard, Visa

The fib online credit card payment is processed by Paypal and Saferpay. Online payment is certified by to be in compliance with the payment card industry data security standard.

1.5.2 by Bank transfer

Bank transfer should be made in Swiss Francs (CHF) to the fib, Account No. 710’250.00V, UBS, Case Postale 2950, CH-1211 Geneva 2. – Dépôt;  Clearing No. 240; SWIFT: UBSWCHZH12A; IBAN: CH19 0024 0240 7102 5000V; BIC: UBSWCHZH80A

The order/invoice number must be specified in the bank transfer form to avoid delays in the order processing. Bank transfer fees must be solely borne by the client. The fib reserves the right not to dispatch the order until full payment has been received.* 

* Please note that a bank transfer may take 1 to 3 days to be effective.

1.6 ORDER

You may order on-line on this site. The different stages of logging your order are validated successively, with final validation at the end of the process. The user can decide to abort the order at any stage of this process.

The fib reserves the right to cancel or refuse any order from a customer with whom there is a dispute concerning payment of a previous order.

For products published in partnership with other publishers, you must send your inquiries and orders directly to those contacts.

1.7 AVAILABILITY

The fib's offers of products and prices are valid for as long as they appear on the site. The fib will supply goods ordered depending on the availability of stocks or as pdfs version.

If you have paid by bank transfer and all or part of your order proves unavailable, your money will be reimbursed as soon as possible by crediting your bank account

1.8 DELIVERY

Delivery is made to the address given when you order. Delivery times are approximate and represent average delivery times.

For orders from outside Europe it is strongly advised to use DHL or at least airmail. fib will not be responsible for surface mail deliveries.

The fib may not be held responsible for any consequences of a delay in delivery, particularly in the event of a force majeure, computer breakdowns, and disruption or strikes affecting postal services, transport or communications.

Please see also point 4 Terms and conditions for sales.

1.9 QUALITY CONTROL

In order to improve the quality of its documents the fib encourages purchasers and users of our documents to send their feedback to the fib’s secretariat.

1.10 PRINTING POLICY

Please note that you will not be able to print PDF publications.

1.11 PLACE OF PERFORMANCE AND JURISDICTION

Canton Vaud, Switzerland, shall be the place of performance and Vaud, Switzerland, shall be the exclusive place of jurisdiction for all disputes.

1.12 GOVERNING LAW

The legal relations between the fib and the customer shall be governed exclusively by the law of Vaud,  Switzerland. This provision shall also apply to legal transactions via the internet.

These general conditions of sale are governed by the law of Canton Vaud, Switzerland.

 

 

 

 

2. Disclaimer

2.1 WEB SITE

While the fib aims to insure that its publications represent the best in business practice, the Federation accepts no liability for any events or the consequences thereof that derive from using information published by the fib.

The fib disclaims any and all responsibility for the use or consequences of any information appearing on this domain/web site:  http://www.fib-international.org/

The fib also disclaims any and all responsibility for any information attributed to the fib on web sites not emanating from www.fib-international.org. The fib bears no responsibility and does not endorse any links www.fib-international.org from WWW pages residing on other domains.

2.2 DOCUMENTS

Any draft documents residing on this site and intranet are in the process of being developed and have not at this time been approved by the fib for use or reference. The fib disclaims any and all responsibility for application of the stated principles. The fib shall not be liable for any loss or damage arising therein. Access to these documents must be given by the fib or a representative of a technical, educational, certification, or convention committee designated by the fib.

 

The fib also assumes no liability regarding the accuracy of the information that is provided and use of such information is at the recipient's own risk. Under no circumstances shall the fib be liable for any loss, damage, liability or expense incurred or suffered that is claimed to have resulted from the use of the fib -supplied information.

2.3 SOCIAL MEDIA

The opinions of fib social media channel creators, moderators, posters and commenters are their own, and not necessarily that of fib or its affiliates.

The fib will not be held liable for any injury resulting from such statements. Any opinions or information expressed in the social media venue are for general informational purposes only and are not intended in any fashion to be a substitute for professional consultation. Reliance on any information or advice contained in the social media venue is solely and completely at your own risk; therefore, you are urged to exercise a reasonable degree of caution in your use of any such information or advice. Under no circumstances does the fib, its affiliates, officers, directors, employees, or volunteers warrant the completeness, accuracy, or relevancy of any information or advice provided in the social media venue, or its usefulness for any particular purpose. The fib, its affiliates, officers, directors, employees, and volunteers expressly disclaim any and all responsibility for any liability, loss, or damage that you may cause or incur in reliance on any information or advice provided in the social media venue. Questions can be directed to This email address is being protected from spambots. You need JavaScript enabled to view it..

 

 

 

 

3. Copyright

© fib. International Federation for Structural Concrete. Fédération internationale du béton (2018)

3.1 COPYRIGHT NOTICE

Copyright © 2018 fib International Federation for Structural Concrete. Fédération Internationale du Béton, Case Postale 88. CH-1015 Lausanne. Switzerland. All rights reserved.

The fib is the Copyright owner of the fib, CEB and FIP publications, that can be shared with other organisations, which are protected by the Berne Convention for the Protection of Literary and Artistic Works, international conventions such as TRIPS and the WIPO copyright treaty and national intellectual property laws. No part of a fib publication can be reproduced, translated, adapted, stored in a retrieval system or communicated, in any form or by any means, mechanical, electronic, magnetic, photocopying, recording or otherwise, without prior permission in writing from the fib

3.2 THE fib COPYRIGHT

The fib regularly updates and reissues the information and services it publishes so that users can profit from the state-of-the-art. By furnishing information or supplying publications, the fib does not grant any intellectual property rights The purchase or supply of the fib information, including forms for completion by a user, does not confer author's rights under any circumstances. Consequently, this information cannot be published as translations or copied without the fib’s permission.

The fib discourages modification of the information and services it supplies, and only in exceptional circumstances will it authorise modification, reproduction or incorporation elsewhere.

Request to quote from, incorporate, reproduce or copy all or part of the fib publication, including documents, conditions of contract, web pages and similar supports for information shall be addressed to the fib Secretariat, which will decide upon appropriate terms.

A license to prepare a modified publication may be agreed to under certain conditions. 

3.3 THE FIB’s PUBLICATIONS

The widespread dissemination, acceptance and use of the fib’s publications and their translations are important means for accomplishing fib’s mission and are therefore actively promoted by the fib.

The fib regularly updates and reissues publications so that users can profit from the state-of-the-art.

By supplying publications, the fib does not grant any intellectual property rights. The purchase or supply of a fib publication, including forms for completion by a purchaser or authorised user, does not confer author’s rights under any circumstances.

Users rely on the contents of the fib publications. The use of authentic publications is therefore essential for safeguarding their interests. The fib discourages modification of its publications, and only in exceptional circumstances will it authorise modification, reproduction or incorporation elsewhere.

Permission to quote from, incorporate, reproduce or copy all or part of a fib publication should be addressed to the fib Secretariat, which will decide upon appropriate terms.

A license to prepare a modified or adapted publication will be agreed to under certain conditions.

Specifically, the modified or adapted publication must be for internal purposes, and not be published or distributed commercially.

3.4 USE OF THE FIB LOGO

The fib reserves all rights of ownership to designs owned and used by the fib (collectively referred to as "logos"). The fib National Member Groups and Corporate Members are encouraged to use the fib logo. For convenience, they can use the logo without seeking explicit permission or a license provided the logo is not modified or imitated and not incorporated in any manner into other devices or designs. The fact that permission or a license is not expressly granted does not imply that the fib relinquishes its rights.

Other organisations and all individuals must receive the fib’s authorisation in writing in order to reproduce and use the fib logo.

The fib reserves the right in its sole discretion to terminate or modify permission to display the logo, and may request modification or deletion of any use of the logo that, in the fib’s sole judgment, does not comply with guidelines, or might otherwise impair the fib´s rights.

3.5 WEB LINK TEXT

The fib does not require specific permission from third parties that want to place a link on their web site to a fib web page. It does not object to such links if they refer to the fib in a plain text font and format, and use appropriate wording such as "Contact the fib".

3.6 INTELLECTUAL PROPERTY

The fib’s policy is to ensure that authors' rights to the fib published information belong to the fib irrespective of it source. Consequently, contracts for the provision of all forms of intellectual content will generally stipulate that the content belongs to the fib. The same applies for content generated by properly constituted committees and the like.

3.7 WEB SITES

Unless otherwise specified, the services and information provided on the fib website are for personal and non-commercial use. Users may not otherwise modify, copy, distribute, transmit, display, perform, reproduce, publish, license, create derivative works from, transfer, or sell any information obtained from the site.

By accessing, browsing and/or using the fib web site, a user acknowledges that he or she has read, understood, and agreed to be bound by these terms and conditions.

3.8 ETHICS AND MALPRACTICE STATEMENT

Every effort has been made to ensure that all published information has been reviewed by suitably qualified professionals and that all information submitted is original, has not been published previously and is not being considered for publication elsewhere.  Further, the fib has made every effort to ensure that any and all permissions to quote from other sources has been obtained.  The editor and the publisher are not responsible for the statements or opinions expressed in this publication. fib publications are not able to, nor intended to, supplant individual training, responsibility or judgement of the user, or the supplier, of the information presented.

Although the International Federation for Structural Concrete (fib) does its best to ensure that all the information presented in this publication is accurate, no liability or responsibility of any kind, including liability for negligence, is accepted in this respect by the organization, its members, employees or agents.

 

 

 

 

4. Terms and conditions for sales

4.1 GENERAL

The fib journals, books and other publishing products shall be supplied exclusively subject to these Standard Terms and Conditions for Sale, Delivery and Payment. Deviating terms and conditions which may be used by the customer shall, unless the fib has expressly acknowledged them in writing, not be binding for us, even if the fib does not expressly object to such terms and conditions.

Please refert to part 3.1. Copyright Notice.

4.2 ORDERS

Only written orders shall be decisive for the nature and extent of the fib obligations. This shall also apply in cases where the fib makes reference to the order. The customer shall be bound to his/her order. An order shall no longer be binding if the fib neither confirms the order in writing, nor ship the ordered.

4.3 DELIVERIES

The fib written order confirmations shall be decisive for delivery dates and delivery periods. In cases of force majeure or other unforeseeable or extraordinary events, or in cases where such circumstances were not due to a fault on its part, the delivery period shall be extended adequately. Should such circumstances make delivery impossible or unreasonable, the fib shall be released from its delivery obligation. If a delay is unreasonable, the customer shall also have the right to withdraw from the contract. Should the fib be in default with a delivery, the customer shall have the right to set an adequate period of grace for a subsequent delivery. Should the fib not perform during this period, the customer shall have the right to immediately withdraw from the contract. The risk shall pass to the customer upon dispatch of the goods or their delivery to the forwarder, however, not later than upon the goods leaving the publisher's premises or the warehouse. The goods to be delivered shall only be insured if the customer expressly so desires, and at the customer's cost.

Please also see point 1.8 Delivery.

4.4 PRICES

The fib's  book prices are quoted ex your shipping location, when given, incl. packaging and economy freight. They do not include value added tax as it is not applicable.

The price and availability of publications sold on the fib website are subject to change at any time, without notice, at the discretion of the fib.

Publications sold on the fib website may be available either as printed books, PDF files, or both. The content of the PDF and printed versions is identical; they are therefore considered to be interchangeable and are sold at the same price.

Listed prices are non-member prices; discounts are given to the fib members and for large quantity orders (4 or more). All prices are in CHF; payment in other currencies is not accepted. Payment is accepted by credit card (Visa, MasterCard) or bank transfer.

Except for the payment by bank transfer, the publications will be shipped after receipt of the funds.

4.5 PAYMENT TERMS

Unless separate agreements have been made, the fib's invoices shall be due for immediate payment upon their receipt by the customer. The invoice number is to be quoted when effecting payment by bank transfer. Publications are shipped against advance payment.

Due to costly processing fee, checks are no longer accepted. Payment via bank transfer, Paypal and credit card are preferred form of payment.

3.6 RETURN SHIPMENTS

Returns are not accepted for claimed purposes; copies with printing or binding defects will be replaced free of charge.

All publications purchased from the fib are made pursuant to a shipment contract. This means fib's obligations with respect to purchased publications and their final delivery to the customer end when the publications are passed to the carrier for transport. 

The fib accepts no responsibility or liability for events that transpire following its fulfillment of the shipment contract, including but not limited to postal delays, lost parcels, and customs disputes, fees, or delays.

Reviewed. Lausanne, 2017

fib postal address

Ch. du Barrage, Station 18
CH-1015 Lausanne
Switzerland

Contact

p : +41 21 693 27 47
f : +41 21 693 62 45
e : info@fib-international.org
w : www.fib-international.org

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