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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

 

Analysis of bearing walls for Leman School 230228 SAG2

 

  • 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 -
    Monica Capasso Italy Department of Architecture
    Priyanshu Gandhi India RGPV BHOPAL

  • 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
    Ramon Hingorani Norway SINTEF
    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 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
    Paolo Negro Italy European Commission, Joint Research Centre (JRC)
    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 Concrete Association of Finland

First name Last name Country Affiliation
Domenico Asprone Italy University of Naples Federico II
David Fernández-Ordóñez Switzerland fib
Kasperi Pirttikoski Finland Ramboll Finland
Vittoria Borghese Italy Università degli studi roma tre
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
Adriano Castagnone Italy -
Fulvio Parisi Italy University of Naples Federico II
Costantino Menna Italy University of Naples Federico II
Tomas Plauska Netherlands Consolis
Fabrizio Moro Switzerland -
Davide Lavorato Italy Università Roma Tre, Italia
Jörg Unger Germany Bundesanstalt für Materialforschung und -prüfung, BAM
Paolo Negro Italy European Commission, Joint Research Centre (JRC)
Adriano Reggia Italy -
Jan Olsen Norway CCL Norway AS.
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
Fatemeh Jalayer Italy University of Naples Federico II
Harshavardhan Subbarao India Construma Consultancy Pvt. Ltd.
Chiara Passoni Italy University of Bergamo

Privacy

  1. Collection and use of personal information
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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

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1.3 TAX STATUS

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1.4 MEMBERSHIP

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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. 

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1.5.1 by Credit card: Mastercard, Visa

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Please see also point 4 Terms and conditions for sales.

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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

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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

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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

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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.

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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

Sponsoring

OVM ChinaThe International Federation for Structural Concrete gratefully acknowledges the support of its sponsoring members in helping the association carry out its mission.

Events

The official fib congresses, symposia and PhD symposia are hosted by one of its national groups.  fib congresses are held every four years, and fib symposia are held every year except in the year of the congress.  PhD symposia are held every two years. 

The fib also co-sponsors events with other international associations on specialized subjects related to the fib’s field of interest and where the fib is well-represented on the scientific and/or organizing committees.

National groups, commissions and task groups may also organize short courses, which are targeted to specialized  and more local audiences. 

Official fib events, co-sponsored events and short courses can be found in the events calendar below.  fib members also have access to a list of additional scientific and industry events as well as a list of fib governance and commission meetings. 

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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