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History

The fib was formed in 1998 by the merger of the Euro-International Committee for Concrete (the CEB) and the International Federation for Pre-stressing (the FIP).  These predecessor organizations existed independently since 1953 and 1952, respectively. 

 

  • Brief history of the fib's parent associations, CEB and FIP from 1952 to 1998
     
    YearsHistory
    1998 On the 24th May 1998 the CEB Administrative Council, following the resolution taken by the last General Assembly in 1997, dissolved the CEB in favour of the fib with an effective date of 28th May 1998. In a parallel move the same day, the FIP Council, following the resolution taken by the last General Assembly in 1996, dissolved the FIP in favour of the fib with an effective date of 28th May 1998 (the last day of the XIII FIP Congress Amsterdam).
    1997 The 31st CEB General Assembly in Stockholm in June 1997, following a suggestion made by a common CEB-FIP Implementation Group, approved the merger with FIP to create fib.
    1996 The FIP General Assembly met in London in September 1996 during the FIP Symposium, and following a suggestion made by a common CEB-FIP Implementation Group, approved the merger with the CEB to create the fib.
    1991 The Final Draft of the 1990 CEB-FIP Model Code was presented to and endorsed by CEB's 28th Plenary Session in Vienna. Restructuring of CEB's Commissions and Task Groups commenced.
    1985 The Model Code for Seismic Design of Concrete Structures was published by CEB. A decision was made to compile a 'Model Code 1990'. The secretariat of FIP moved from C&CA to The Institution of Structural Engineers, with Dr. Ralph Andrew succeeding Barry W. Shacklock as Seretary General.
    1983 On invitation of the EPFL (Ecole Polytechnique Fédérale de Lausanne), CEB's Lausanne office was opened, which became in 1985 the CEB headquarters after closure of the Paris office.
    1980 CEB's legal domicile was transferred to Geneva, Switzerland.
    1978 Barry W. Shacklock, who was at the time Director of Administration Services at C&CA, was appointed Secretary-General and Treasurer of the FIP, succeeding Mr. Arthur W. Hill.
    1978 The first volumes of the 'International System of Unified Standard Codes of Practice for Structures' were published:
    • Volume I: Common unified rules for different types of construction and material
    • Volume II: CEB-FIP Model Code for Concrete Structures
    The latter subsequently became the basic reference document for the development of Eurocode 2 by the Commission of the European Communities, and to a large extent influenced the up-dating of design codes in many countries. In the following years numerous accompanying documents, application manuals, trial calculations, etc. were elaborated.
    1977 The 19th CEB Plenary Session in Granada approved the final draft of what later became the 'CEB-FIP Model Code 1978'.
    1976 CEB's name changed to 'Comité euro-international du béton' (Euro-International Committee for Concrete).
    1974 An initiative by CEB – in a concentrated effort and in conjunction with FIP, ECCS, CIB and RILEM – created an 'International System of Unified Standard Codes of Practice for Structures', in which CEB became responsible for the common unified rules for different types of construction and material and the model code for concrete structures.
    1970 The second edition of what later became the "CEB-FIP International Recommendations” were ratified by the two associations, covering structures in plain, reinforced and prestressed concrete. In the following years elaboration of numerous accompanying manuals.
    1970 The second edition of what later became the "CEB-FIP International Recommendations” were ratified by the two associations, covering structures in plain, reinforced and prestressed concrete. In the following years elaboration of numerous accompanying manuals.
    1968 The importance of the results achieved by CEB was officially recognised by the United Nations in the publishing of the UNESCO 'Code et manuel d'application pour le calcul et l'exécution du béton armé', conceived especially for the developing countries, based on the 1964 CEB International Recommendations and elaborated by a commission of CEB experts.
    1967 FIP-Notes created as a means of dissemination of news among members, continued until 1998.
    1964 The First CEB International Recommendations (covering reinforced concrete structures), was published successively in fifteen languages as 'a tentative draft for a complete set of provisional practical recommendations relating to all aspects of design and construction', and contributed very efficiently to the progress of drafting of national codes in about twenty countries.
    1962 A common initiative by FIP and CEB created a 'Mixed CEB-FIP Committee for Drafting of Recommendations for Prestressed Concrete'.
    1961 On the initiative of CEB the 'Liaison Committee for the International Civil Engineering Associations', was created (comprising still today the CIB, ECCS, fib, IABSE and RILEM), with the aim to define the areas of activity and to harmonize the endeavours. Under the auspices of the Liaison Committee, several joint undertakings with other associations could be initiated, among them the creation of a joint CEB-CIB-RILEM Commission on Statistical Quality Control (see CEB Bulletin 110) and in 1971 of the still existing Joint Committee on Structural Safety (JCSS).
    1959 In CEB the priority of future work was given to ‘the elaboration of easily usable (international) practical rules (recommendations), with possibly limited initial application or selection of a sufficient security, followed by improvement of the rules when research results permit’. By this decision, the objectives of CEB had to be re-defined as:
    • coordinating and synthesizing research for all problems related to technology and innovation in structural concrete;
    • creating and orchestrating the international principles and rules for the conception, calculation, construction and maintenance of concrete structures; and
    • establishing codes, standards or other regulatory documents on a unified international basis progressively, through successive stages. For these purposes the first 'Working Commissions' were created.
    1957 Beginning of CEB's technical publication series 'Bulletins d'Information', continued until No. 243 in 1998.
    1954 Philip Gooding, Director-General of the Cement & Concrete Association was appointed Secretary General of FIP. Subsequently, C&CA in Wexham Springs, UK, hosted and sponsored the secretariat.
    1953 The Comité européen du béton CEB (European Committee for Concrete) was founded, on an initiative of French contractors, by André Balency-Béarn (France), Louis Baes (Belgium), Emile Nennig (Luxembourg), Hubert Rüsch (Germany), Euardo Torroja (Spain) and Georg Wästlund (Sweden). The French National Federation of Building (FNB / SNBATI) in Paris hosted and sponsored the secretariat. Yves Saillard was nominated as Secrétaire Permanent, and later became (1968) Vice-Président Délégué and (1971) Président Délégué.
    1952 The Fédération internationale de la précontrainte FIP (International Federation for Prestressing) was inaugurated at an international meeting held in Cambridge, England.
  • CEB Presidents from 1953 to 1998
     
    PresidencyCEB Presidents
    1987-1998 Roy E. Rowe (United Kingdom)
    1983-1987 Theodossios P. Tassios (Greece)
    1979-1983 Julio Ferry-Borges (Portugal)
    1971-1978 Andrew Short (United Kingdom)
    1968-1971 Hubert Rüsch (Germany)
    1957-1968 Franco Levi (Italy)
    1953-1957 André Balency-Béarn (France)
  • FIP Presidents from 1953 to 1998
     
    PresidencyFIP Presidents
    1996-1998 Michel Virlogeux (France)
    1992-1996 Jan Moksnes (Norway)
    1988-1992 René Walther (Switzerland)
    1984-1988 Hans Wittfoht (Germany)
    1982-1984 John Derrington (United Kingdom)
    1978-1982 Roger Lacroix (France)
    1974-1978 Ben C. Gerwick Jr. (USA)
    1970-1974 Gerrit F. Janssonius (Netherlands)
    1966-1970 Franco Levi (Italy)
    1961-1966 Yves Guyon (France)
    1958-1961 Eduardo Torroja (Spain)
    1953-1958 Eugène Freyssinet (France)
  • CEB Plenary Sessions
     
    Sessions
    Luxembourg (1953),  Fontainebleau (1954),  Madrid (1956),   Rome (1957), Vienna (1959)
    Monaco (1961),  Luxembourg (1962),  Wiesbaden (1963),  Ankara (1964),  London (1965),  Brussels (1966),  Lausanne (1968), Delft-Scheveningen (1969)
    Copenhagen (1971),  Leningrad (1972),  London (1973),  Lisbon (1975),  Athens (1976),  Granada (1977),  Rome (1979)
    Budapest (1980),  Munich (1982),  Prague (1983),  Rotterdam (1985),  Treviso (1987),  Dubrovnik (1988)
    Paris (1990),  Vienna (1991),  Les Diablerets (1993),  Berlin (1995),  Stockholm (1997)
  • FIP Congresses
     
    Congresses
    Amsterdam (1998),  Washington (1994),  Hamburg (1990)
    New Delhi (1986),  Stockholm (1982) 
    London (1978),  New York (1974),  Prague (1970)
    Paris (1966),  Rome and Naples (1962)
    Berlin (1958),  Amsterdam (1955),  London (1953)
  • FIP Symposia
     
    Symposia
    Beijing (1991),  Budapest (1992),  Kyoto (1993),  Brisbane (1995),  London (1996),  Johannesburg (1997)
    Bucharest (1980),  Calgary (1984),  Jerusalem (1988)
    Tbilisi (1972),  Sydney (1976)
    Madrid (1968)
  • FIP Freyssinet Medal
     
    YearsMedalists  
    1998 Jan Moksnes (Norway) Jean Muller (France)  
    1994 Alexander C. Scordelis (USA) Hans Wittfoht (Germany) René Walther (Switzerland)
    1990 Christian Menn (Switzerland) Jörg Schlaich (Germany)  
    1986 Shunji Inomata (Japan) Roger Lacroix (France)  
    1982 Max Birkenmeier (Switzerland) Ben C. Gerwick Jr. (USA)  
    1978 Paul Abeles (USA) Alexei A. Gvozdev (USSR) Franco Levi (Italy)
    1974 Fritz Leonhardt (Germany) T'ung-Yen Lin (USA) Victor V. Mikhailov (USSR)
    1970 Nicolas Esquillan (France) Ulrich Finsterwalder (Germany) Ricardo Morandi (Italy)
     
    FIP Medallists
     
    YearsMedallists 
    1998 Mineo Morimoto (Japan) Armando Rito (Portugal) Joost Walraven (The Netherlands)      
    1997 Charles Liebenberg (South Africa) Robert Park (New Zealand)        
    1996 Tom W. Kirkbride (United Kingdom) Javier Manterola (Spain)        
    1995 W. G. J. Ryan (Australia) Steinar Helland (Norway)        
    1994 Norman C. Scott (USA) Arnold van Acker (Belgium)        
    1993 Shoji Ikeda (Japan) Hans Rudolf Müller (Switzerland) Hiroshi Muguruma (Japan)      
    1992 Lajos Garay (Hungary) Peter Matt (Switzerland) Géza Tassi (Hungary)      
    1991 He Guangqian (China) Henk J. C. Oud (The Netherlands)        
    1990 Helmut Bomhard (Germany) John E. Breen (USA) Michel Placidi (France)      
    1988 Carlo Cestelli Guidi (Italy) Lubor Janda (Czech Republic) Jacob Shimoni (Israel)      
    1986 C. R. Alimchandani (India) Helmut F. Cabjolsky (Argentina) Jacques Mathivat (France) Tippur N. Subba Rao (India) J. H. van Loenen (The Netherlands)  
    1984 Karl G. Bernander (Sweden) A. S. G. Bruggeling (The Netherlands) Kai Holbek (USA) Konstantin V. Mikhailov (USSR)    
    1982 Gerrit F. Janssonius (The Netherlands) Michel Kavyrchine (France) Kyoshi Nakano (Japan) Sven-Erik Svensson (Sweden)    
    1980 Constantin Avram (Romania) Olav Olsen (Norway)        
    1978 Jan Bobrowski (United Kingdom) Carlos F. Casado (Spain) Alexandra B. Druganova (USSR) Jean Muller (France) Hans Wittfoht (Germany) Silvano Zorzi (Italy)
    1976 William P. Brown (Australia) Armand H. Gustaferro (USA)        
    1974 Arthur A. Anderson (USA) Shunji Inomata (Japan) David J. Lee (UK)      
    1970 Dudley H. New (United Kingdom) Pierre Xercavins (France) Branko Zezelj (Yugoslavia)      
     
    CEB Honorary Life Members
     
    YearsMedallists 
    1997 Giorgio Macchi (Italy) Henri Motteu (Belgium)
    1993 Henri Mathieu (France) Manfred Stiller (Germany)
    1988 Yves Saillard (France)  
    1983 Troels Brøndum-Nielsen (Denmark)  
    1980 Alexei A. Gvozdev (USSR)  
    1979 Nicolas Esquillan (France)  
    1977 Fritz Leonhardt (Germany)  
     
    FIP Honorary Life Members
     
    YearsMedallists   
    1998 Rafael Pineiro Abril (Spain)      
    1992 Ralph P. Andrew (United Kingdom)      
    1990 Roy E. Rowe (United Kingdom) Manfred Stiller (Germany)    
    1988 Konstantin V. Mikhailov (USSR)      
    1986 William F. G. Crozier (United Kingdom) Barry W. Shacklock (United Kingdom)    
    1978 Karl Kordina (Germany) Fernand Dumas (France)    
    1974 Sir Alan Harris (United Kingdom) Jiri Klimes (Czechoslovakia)    
    1970 Carlo Cestelli Guidi (Italy) Hans Minetti (Germany) Philip Gooding (United Kingdom) Christian Ostenfeld (Denmark)
     
    FIP Awards for Outstanding Concrete Structures
     
    YearsBuildings   Civil Engineering
    1998 The Osaka Municipal Central Gymnasium, Japan The Belfast Waterfront Hall, Northern Ireland   The Normandy bridge near Le Havre, France The Great Belt East Bridge, Denmark
    1994 The breakwater jetty in Sakai, Japan The tennis center of Yale University in New Haven, Connecticut, USA The administrative building of the ECC construction group in Chennai, India The Skarnsundet cable stay bridge, Norway The footbridge over the Vranov reservoir, Czech Republic
    1990 La Grande Arche in Paris, France The Gullfaks C oil platform, Norway   The Oosterschelde storm surge barrier, The Netherlands The pedestrian bridge across the Altmahl river at Kelheim, Germany

Secretariat

The fib secretariat is headed by the secretary general and is located in Lausanne, Switzerland on the campus of the Ecole polytechnique fédérale de Lausanne (EPFL)

The secretary general provides overall guidance on the daily operations of the association and ensures coordination within the association and with partner associations. 

The secretariat provides all the administrative support to the association, including membership, bulletin sales, awards and communications to carry out the directives of the presidium.  

If you need information from the secretariat, do not hesistate to contact us.

 

Secretary General

Secretary General

 
 
Dr David Fernández-Ordóñez
Account and Administration Specialist

Account and Administration Specialist

Ms. Daniele Saugy
Communications and Events Specialist

Communications and Events Specialist

 
Ms. Marie Reymond
Web Development and Publications Specialist

Web Development and Publications Specialist

Ms. Corinne Bottollier Dépois


  • fib Secretary General

    fib Communications & Events Specialist

    fib Web Development & Publications Specialist
 

 

General assembly

140710 organizational chartThe fib general assembly (GA) consists of the heads of delegation (one per country) and the additional delegates (or their deputies) as appointed by the national groups.  The number of delegates, and accordingly, the number of votes, for each national group is determined by the chosen subscription level.

fib members can find the current list of national groups and their respective delegates and deputies if they logged in the fib members' section of the website.

The GA meets at least once every two years and is the overriding authority of the association.  It is therefore responsible for approving:

  • amendments to the statutes;
  • resolutions and technical conclusions, including the fib Model Code;
  • voting rights of national groups;
  • operating budget, accounting, membership subscriptions and other financial matters; and
  • honorary members and honorary presidents

In addition, the GA elects the following members of the presidium:

  • President and Deputy-President
  • Honorary Treasurer
  • Four elected presidium members (for a four-year term)
 
 

First name Last name Country Affiliation
Antonio Martinez Cutillas Spain Carlos Fernandez Casado, S.L.
Milan Kalny Czech Republic Pontex Ltd.
Andrew Truby United Kingdom Truby Stevenson Ltd
Roland Fox Luxembourg Admin. Ponts et Chaussées
Julio Timerman Brazil IBRACON /ENGETI
Avraham Dancygier Israel Technion-Israel Institute of Technology
Congzhen Xiao China China Acad. Building Res.
Gennadiy G. Farenyuk Ukraine NIISK - Research Inst. Building Constr.
Jiri Kolisko Czech Republic Czech Technical University in Prague
Kyoji Niitani Japan Oriental Shiraishi Corporation
Eva Oller Ibars Spain Technical University of Catalonia
Alejandro Pérez Caldentey Spain FHECOR Ingenieros Consultores/Universidad Politécnica de Madrid
Jesus Gomez Hermoso Spain -
Hasan Ali Karahan Turkey ITU - Istanbul Technical University, Rectorate
Stathis Bousias Greece Department of Civ il Engineering
David Fernández-Ordóñez Switzerland fib
Jan Vítek Czech Republic Metrostav a. s.
Elisabeth Hierlein Germany FDB - Fachvereinigung Deutscher Betonfertigteilbau e.V.
Udo Wiens Germany DAfStb - Deutscher Ausschuss für
Hans Rudolf Ganz Switzerland Ganz Consulting
Stef Maas Belgium FEBE
György L. Balázs Hungary Budapest Univ. of Techn. & Economics
Konrad Bergmeister Austria Univ. Bodenkultur
Christis Chrysostomou Cyprus Cyprus University of Technology
Wit Derkowski Poland Cracow Technical University
Iria Doniak Brazil ABCIC
Brett Pielstick United States Eisman & Russo
Alper Ilki Turkey ITU - Istanbul Technical University
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Yurii Kalyukh Ukraine NIISK - Research Inst of Building Constr.
Jože Lopatič Slovenia University of Ljubljana
Giuseppe Mancini Italy Politecnico Torino
Marco Menegotto Italy Private
Frank Papworth Australia BCRC
Larbi Sennour United States The Consulting Engineers Gr., Inc.
Dabin Feng China China Acad. Building Res.
Thanasis Triantafillou Greece University of Patras
Aad van der Horst Netherlands -
Joost Walraven Netherlands Dutch fib Delegation
Christian Cremona France Bouygues Construction
Sherif Yehia United Arab Emirates Prof.
Kees Blom Netherlands City of Rotterdam
Owen Brooker United Kingdom Structronix Ltd
Jean-François Cap Belgium SECO Bureau de contrôle tech. pour la constr.
Edoardo Cosenza Italy Univ. of Napoli Federico II
George Cremasco Australia Westkon Precast Concrete Pty. Ltd
Carola K. Edvardsen Denmark Cowi AS
Paul Gauvreau Canada University of Toronto
Johan Silfwerbrand Sweden KTH Royal Institute of Technology
Kim Johansson Finland Concrete Assoc. of Finland
Walter Kaufmann Switzerland ETH Zürich
Josef Knitl Germany Max Bögl GmbH
Tamás Kovacs Hungary Budapest Univ. Technology
Itai Leviathan Israel Leviathan Engineers
János Magyar Hungary A-HID Epito Zartköruen Mukodo Reszvénytarsasag
Viktor Markelj Slovenia Ponting d.o.o.
Lars Meyer Germany Deutscher Beton- und Bautechnik-Verein
Michael Pauser Austria ÖBV
Andrea Prota Italy Universita di Napoli Federico II
Robert Vollum United Kingdom Imperial College London
Johan Paul Vyncke Belgium CSTC Limelette
Anna Saetta Italy Università Iuav di Venezia
Dan Georgescu Romania Techn. Univ. of Civil Engineering
Nadarajah Surendran United Kingdom PRAETER Engineering Ltd
Kjell Fosså Norway Kvaerner Concrete Solutions
Bob Risser United States PCI Precast/Prestressed Concrete Inst.
Christian Schang France SNCF RESEAU
Anna Halicka Poland Lublin University of Technology
Antonio Occhiuzzi Italy Istituto per le tecnologie della costruzione consiglio nazionale delle
Larry Krauser United States General Technologies, Inc.
Minehiro Nishiyama Japan Kyoto University
Susumu Inoue Japan Osaka Institute of Technology
Rayed Al Arashi United Arab Emirates Goverment of Dubai
Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
Petr Hajek Czech Republic Czech Technical University in Prague
Antonio Mari Bernat Spain Uni. Politéc. Catalunya
Fernando Stucchi Brazil ABECE/EGT
Giovanni Plizzari Italy University of Brescia
Stephen Foster Australia UNSW Sydney
Johann Kollegger Austria Vienna University of Technology
Sung-Gul Hong Korea, Republic of Seoul National University
Linh Hoang Denmark Danmarks Tekniske Universitet
Xilin Lu China Tongji University
Gregg A. Freeby United States ASBI (American Segmental Bridge Institute)
Janne Kihula Finland Finnish Concrete Industry Association
Denis Mitchell Canada McGill Univ. Montreal
Robby Caspeele Belgium Ghent University
Odinir Klein Júnior Brazil França e Associados
Dmitry Kuzevanov Russian Federation NIIZHB
Mikael Hallgren Sweden Tyréns Sverige AB
Peter Paulik Slovakia Slovak University of Technology in Bratislava
Eduardo Julio Portugal Instituto Superior Tecnico, Universidade de Lisboa
Marco di Prisco Italy Politecnico di Milano
Chris Hendy United Kingdom Atkins
Vyatcheslav Falikman Russian Federation Russian Structural Concrete Association
Tor Martius-Hammer Norway SINTEF AS
Alejandro Mateos Argentina National University of Northwest of Buenos Aires - UNNOBA
Wayne Kassian Canada Kassian Dyck Associates
Takumi Shimomura Japan Nagaoka Univ. of Technology
Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
Mario Pimentel Portugal Faculty of Engineering of University of Porto
Martin Moravcik Slovakia SNK fib
Antoni Cladera Bohigas Spain University of Balearic Islands
Luc Taerwe Belgium Ghent University
Wim Jansze Netherlands Consolis
Renata Kotynia Poland Lodz University of Technology
Thierry Delemont Switzerland T-ingenierie SA
Andreas Sjaastad Norway Veidekke Entreprenør AS
Arianna Minoretti Norway Statens vegvesen
Moustafa Al-Ani New Zealand -
Sándor Sólyom Hungary Budapest Univ. of Techn. & Economics
Jean Michel Torrenti France Univ Gustave Eiffel
Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
Jongkwon Choi Korea, Republic of Hongik University
Reggie H. Holt United States Federal Highway Administration
Benjamin Graybeal United States Federal Highway Administration
Tetsuya Ishida Japan Department of Civil Engineering
Lionel Linger France Vinci Construction Grand Projets
Tim Christle United States Post-Tensioning Institute
Ólafur Haraldsson Iceland Icelandic Road and Coastal Administration
Alok Bhowmick India B&S Engineering Consultants PVT.Ltd
Anssi Laaksonen Finland Tampere University of Technology
Auli Lastunen Finland -
Fatma Mohamed Tanzania, United Republic of University of Dar Es Salaam
Lwitiko Kalenga Tanzania, United Republic of University of Dar es Salaam
Sisir Banerjee India The Institution of Engineers
Marcin Górski Poland Silesian University of Technology
Alberto Meda Italy University of Rome “Tor Vergata”
Steve Denton United Kingdom WSP
Alfred Strauss Austria BOKU University
Giuseppe Loporcaro New Zealand University of Canterbury
Chikako Fujiyama Japan Yokohama National University
Corin Walford United Kingdom -
Takafumi Noguchi Japan The University of Tokyo
Sarah Skorpen South Africa University of Pretoria
Josée Bastien Canada University Laval
Vijai Singh India The Institution of Engineers (India)
Véronique Bouteiller France University Gustave Eiffel
Jonathan Mai-Nhu France CERIB
José Manuel de Sena Cruz Portugal University of Minho
Ana Sofia Louro Portugal LNEC
Hans-Dieter Beushausen South Africa University of Cape Town
Henrik Brøner Jørgensen Denmark University of Southern Denmark
Alireza Khaloo Iran, Islamic Republic of Sharif University of Technology
Arash Zolfagharnasab Iran, Islamic Republic of Paya Concrete and Cement Research Center
Patrick Huber Austria Vienna University of Technology
Steffen Marx Germany Technische Universität Dresden
Peter Mark Germany Ruhr-Universität Bochum
Nicholas Kyriakides Cyprus Cyprus University of Technology
Bin Zhao China Tongji University
Venkataramana Heggade India Indian National Academy of Engineers
Þorbjörg Hólmgeirsdóttir Iceland The Icelandic Concrete Association

Technical council

The fib technical council (TC) consists of the heads of delegation of the national groups, commission chairs, presidium members, honorary presidents, the secretary general and additional members appointed by the presidium for a four-year term.  

fib members can find the current list of TC members in when they are logged in the fib members section of the website.

The TC meets at least once per year and is responsible for initiating commissions and task groups, approving their terms of reference and appointing their chairs and conveners, respectively.  The TC monitors the work of all the commissions and approves all recommendations, guides and manuals for publication.

The TC also makes recommendations to the presidium regarding:

  • the dissemination of the results (in the form of bulletins, for example); and
  • the need to put forth technical resolutions to be approved by the GA.


 
 

First name Last name Country Affiliation
Iria Doniak Brazil ABCIC
Hans Rudolf Ganz Switzerland Ganz Consulting
Jim Forbes Australia Arcadis
Gordon Clark United Kingdom Consultant
Larbi Sennour United States The Consulting Engineers Gr., Inc.
Avraham Dancygier Israel Technion-Israel Institute of Technology
Roland Fox Luxembourg Admin. Ponts et Chaussées
David Fernández-Ordóñez Switzerland fib
Steinar Helland Norway S Helland Konsult
Johan Silfwerbrand Sweden KTH Royal Institute of Technology
Antonio Martinez Cutillas Spain Carlos Fernandez Casado, S.L.
György L. Balázs Hungary Budapest Univ. of Techn. & Economics
Jean Michel Torrenti France Univ Gustave Eiffel
Konrad Bergmeister Austria Univ. Bodenkultur
Christis Chrysostomou Cyprus Cyprus University of Technology
Wit Derkowski Poland Cracow Technical University
Alper Ilki Turkey ITU - Istanbul Technical University
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Gennadiy G. Farenyuk Ukraine NIISK - Research Inst. Building Constr.
Jože Lopatič Slovenia University of Ljubljana
Giuseppe Mancini Italy Politecnico Torino
Marco Menegotto Italy Private
Maria Rosaria Pecce Italy University of Naples Federico II
Thanasis Triantafillou Greece University of Patras
Aad van der Horst Netherlands -
Joost Walraven Netherlands Dutch fib Delegation
Rayed Al Arashi United Arab Emirates Goverment of Dubai
Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
Michel Virlogeux France Virlogeux Consulting
Tamon Ueda China Shenzhen University
Fernando Stucchi Brazil ABECE/EGT
Stephen Foster Australia UNSW Sydney
Sung-Gul Hong Korea, Republic of Seoul National University
Rolf Eligehausen Germany IWB, Universität Stuttgart
Robby Caspeele Belgium Ghent University
Peter Paulik Slovakia Slovak University of Technology in Bratislava
Eduardo Julio Portugal Instituto Superior Tecnico, Universidade de Lisboa
Marco di Prisco Italy Politecnico di Milano
Chris Hendy United Kingdom Atkins
Vyatcheslav Falikman Russian Federation Russian Structural Concrete Association
Tor Martius-Hammer Norway SINTEF AS
Michael Fardis Greece University of Patras
Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
Alberto Meda Italy University of Rome “Tor Vergata”
Alfred Strauss Austria BOKU University
Luc Taerwe Belgium Ghent University
Xilin Lu China Tongji University
Antonio Caballero Switzerland Consultant
Wayne Kassian Canada Kassian Dyck Associates
José Campos e Matos Portugal University of Minho
Thierry Delemont Switzerland T-ingenierie SA
Hugo Corres Spain FHECOR Ingenieros Consultores
Domenico Asprone Italy University of Naples Federico II
Linh Hoang Denmark Danmarks Tekniske Universitet
Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
Tetsuya Ishida Japan Department of Civil Engineering
Tor Ole Olsen Norway Olav Olsen a.s.
Ólafur Haraldsson Iceland Icelandic Road and Coastal Administration
Alok Bhowmick India B&S Engineering Consultants PVT.Ltd
Moustafa Al-Ani New Zealand -
Auli Lastunen Finland -
Marcelo Melo Brazil Casagrande Engenharia
Fatma Mohamed Tanzania, United Republic of University of Dar Es Salaam
Alejandro Mateos Argentina National University of Northwest of Buenos Aires - UNNOBA
Dan Georgescu Romania Techn. Univ. of Civil Engineering
Steve Denton United Kingdom WSP
Sarah Skorpen South Africa University of Pretoria
Josée Bastien Canada University Laval
Vijai Singh India The Institution of Engineers (India)
Véronique Bouteiller France University Gustave Eiffel
Jan Vítek Czech Republic Metrostav a. s.
Henrik Brøner Jørgensen Denmark University of Southern Denmark
Alireza Khaloo Iran, Islamic Republic of Sharif University of Technology
Congzhen Xiao China China Acad. Building Res.
Oguzhan Bayrak United States Univ. of Texas at Austin

Presidium

The presidium consists of the president, the deputy president, the immediate past president, four elected members, two elected deputy chairs of the technical council, the secretary general (ex officio) and up to two co-opted members.  The co-opted members are elected by the presidium on the recommendation of the president for the duration of his or her time in office.

The presidium meets several times per year and acts as the association’s executive committee.  It is responsible for the technical promotion of structural concrete through the association’s governing bodies. In order to achieve its objectives, the presidium may delegate special tasks to ad hoc committees.  The presidium is also charged with:

  • selecting the venue and date of fib events (congresses, symposia, etc.);
  • approving support of non-fib events;
  • sets the conditions for membership and approves new members;
  • grants awards, honorary memberships and medals of merit;
  • appoints the secretary general and the editor-in-chief of the fib’s Structural Concrete journal; and
  • issues directives and/or detailed regulations for all aspects not covered by the statutes.

President

The president is elected by the GA for two years and should already have served as deputy president for the preceding two years.  Following his or her term as president, he or she will serve as the immediate past president for a further two years.

Deputy President

The deputy president is elected by the GA for two years. 

 

President

President

Iria Doniak - Brazil
Past President

Past President

Stephen Foster - Australia
Deputy President

Deputy President

Agnieszka Bigaj Van Vliet - Netherlands
Presidium Member

Presidium Member

Marco di Prisco - Italy
Presidium Member

Presidium Member

Larbi Sennour - USA
Presidium Member

Presidium Member

Jean Michel Torrenti - France
Presidium Member

Presidium Member

Sylvia Kessler - Germany
Presidium Member

Presidium Member

Alberto Meda - Italy
Presidium Member

Presidium Member

Alfred Strauss - Austria
Presidium Member

Presidium Member

Steve Denton - United Kingdom
Presidium Member

Presidium Member

Tetsuya Ishida - Japan
Secretary General

Secretary General

David Fernández-Ordóñez - Spain
Guest

Guest

Hans Rudolf Ganz - Germany
Guest

Guest

György Balázs - Hungary
Guest

Guest

Luc Taerwe - Belgique
Guest

Guest

Marcelo Melo - Brazil

COM10: Model Codes

Motivation

A central aspect within the mission of the fib is the release of model codes on concrete structures and related subjects. These codes should serve worldwide as the guiding science-based documents offering in a code-type version the state of the art knowledge on the planning, design, construction, execution, operation or in service performance, maintenance, rehabilitation and dismantlement or reuse of new and existing concrete structures, respectively. The model codes should meet the latest requirements and technologies in view of aspects related to safety, serviceability, durability, sustainability of structures, recognizing economic, aesthetic and other needs of different societies.

Scope and objective of technical work

The work on the Model Code (2020) was then completed in 2023. However, in 2020, during the revision of the Model Code, the world took a major turn toward carbon neutrality. And this had a major impact on our Model Code. Basically, the three main pillars of the Model Code (2020) are sustainability, a performance-based approach, and addressing new and existing structures. In the Model Code, consideration is given to low-carbon and decarbonization of concrete structures, but carbon neutrality has many uncertainties. Therefore, the Model Code (2020) needs to be maintained to update and respond to the changing situation regarding structural concrete in the future.

The mission of the second phase of COM10 is, first, to capture new knowledge on structural concrete, trends toward low-carbon and decarbonization, etc. in each of the fib committees and consolidate them in COM10 for the future edition of the Model Code. Then, improvements and supplementary rules for the Model Code will be considered by COM10 and fed back from the Task Groups and Commissions to the members. The second is to use the Model Code (2020) for actual structures and to discuss in COM10 any modifications or design or construction that may be necessary. Therefore, TG10.1, which has completed its role, has been be disbanded and two new task groups, TG10.2 and TG10.3, are formed. TG10.2 will update MC(2020) together with the respective commissions and task groups. TG10.3 will also attempt to put MC(2020) into practice by creating examples of application of the MC(2020), prepared by the YMG in collaboration with several senior engineers.

 

Akio KasugaCommission Chair
Akio Kasuga
Stephen FosterDeputy Chair
Stephen Foster

First name Last name Country Affiliation
György L. Balázs Hungary Budapest Univ. of Techn. & Economics
David Fernández-Ordóñez Switzerland fib
Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
Jean Michel Torrenti France Univ Gustave Eiffel
Alberto Meda Italy University of Rome “Tor Vergata”
Hans Rudolf Ganz Switzerland Ganz Consulting
Alfred Strauss Austria BOKU University
Larbi Sennour United States The Consulting Engineers Gr., Inc.
Marco di Prisco Italy Politecnico di Milano
Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
Luc Taerwe Belgium Ghent University
Domenico Asprone Italy University of Naples Federico II
Antonio Caballero Switzerland Consultant
José Campos e Matos Portugal University of Minho
Stephen Foster Australia UNSW Sydney
Marcelo Melo Brazil Casagrande Engenharia
Iria Doniak Brazil ABCIC
Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
Steve Denton United Kingdom WSP
Oguzhan Bayrak United States Univ. of Texas at Austin
Wit Derkowski Poland Cracow Technical University
Ehab Hamed Australia UNSW Australia

  • TG10.2 - Model Codes Updating

    The primary aim of TG10.2 is to systematically update and enhance the fib Model Code in line with advancements in materials, technology, and structural design. This process ensures the Model Code stays relevant, addressing the evolving demands of the concrete industry. The updates focus on incorporating innovations that improve structural and environmental performance while supporting the fibʼs sustainability goals.

    Key areas for future development of the Model Code include:

    • Incorporation of innovation in materials, design and construction: enabling the replacement of traditional materials (including concrete, reinforcing materials, and intervention materials), design concepts, and construction processes with innovative materials, technologies, and structural design solutions that offer enhanced performance, sustainability, and resilience.
    • Service life extension and optimization: maximizing the overall efficiency and extending the service life of existing structures through advanced assessment methods and improved life-cycle management processes, allowing structures to perform optimally for longer and become more resilient to future demands.
    • Integration of supporting technologies: facilitating the effective use of supporting technologies, such as testing, sensing, and Building Information Modelling (BIM), which present significant potential for integration, particularly in enhancing flexibility, adaptability, and circularity in concrete structures.

    Agnieszka BigajConvener
    Agnieszka Bigaj
    Gerrie DieterenCo-convener
    Gerrie Dieteren

    • WP10.2.1 - fib Guideline for Design of Structures with Alternative Binder Concretes
       
      Concrete is one of the most essential and versatile materials in modern society. Its strength, durability, and adaptability make it a fundamental element in the built environment, from critical infrastructure and buildings to pavements and decorative applications. With proper design and maintenance, concrete structures can last for decades, or even centuries, providing resistance to weathering, erosion, and fire. Its indispensability in construction is beyond question.
       
      Scope
      This project will involve the development of a Guideline for the Design of Structures with Alternative Binder Concretes, intended to support the safe and effective use of low-carbon concretes in structural applications. The Guideline will set out technical requirements and provide practical guidance for the future design and construction of concrete incorporating alternative binder combinations as substitutes for ordinary Portland cement (OPC).

      Stephen FosterConvener
      Stephen Foster
      Ehab HamedCo-Convener
      Ehab Hamed

      First name Last name Country Affiliation
      David Fernández-Ordóñez Switzerland fib
      Stephen Foster Australia UNSW Sydney
      Ehab Hamed Australia UNSW Australia
      Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
      Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd

    First name Last name Country Affiliation
    David Fernández-Ordóñez Switzerland fib
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    Gerrie Dieteren Netherlands TNO
    Andri Setiawan United Kingdom Imperial College London
    Ehab Hamed Australia UNSW Australia
    Carmen Andrade Spain Centre Internacional de Mètodes Numèrics en l’Ènginyeria (CIMNE)
    Ki Yong Ann Korea, Republic of Hanyang University
    Domenico Asprone Italy University of Naples Federico II
    György L. Balázs Hungary Budapest Univ. of Techn. & Economics
    Oguzhan Bayrak United States Univ. of Texas at Austin
    Konrad Bergmeister Austria Univ. Bodenkultur
    Mouna BOUMAAZA France Vinci Construction
    Véronique Bouteiller France University Gustave Eiffel
    Antonio Caballero Switzerland Consultant
    José Campos e Matos Portugal University of Minho
    Robby Caspeele Belgium Ghent University
    Hugo Corres Spain FHECOR Ingenieros Consultores
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Marco di Prisco Italy Politecnico di Milano
    Michael Fardis Greece University of Patras
    Stephen Foster Australia UNSW Sydney
    Paolo Franchin Italy Sapienza Università di Roma
    Chikako Fujiyama Japan Yokohama National University
    Hans Rudolf Ganz Switzerland Ganz Consulting
    Petr Hajek Czech Republic Czech Technical University in Prague
    Michael Haist Germany Leibniz Universität Hannover
    Venkataramana Heggade India Indian National Academy of Engineers
    Max Hendriks Netherlands Delft University of Technology
    Akio Kasuga Japan Sumitomo Mitsui Construction Co., Ltd
    Sylvia Kessler Germany Helmut-Schmidt-University/ University of the Federal Armed Forces Hamburg
    Lionel Linger France Vinci Construction Grand Projets
    Xilin Lu China Tongji University
    Stef Maas Belgium FEBE
    Giuseppe Mancini Italy Politecnico Torino
    Stijn Matthys Belgium Ghent University
    Alberto Meda Italy University of Rome “Tor Vergata”
    Harald Müller Germany SMP Ingenieure im Bauwesen GmbH
    Aurelio Muttoni Switzerland École polytechnique fédérale de Lausanne (EPF Lausanne)
    Stefano Pampanin Italy Sapienza University of Rome
    Rodney Paull Australia Member Concrete Institute of Australia (CIA), Chair CIA Durability Technical Committee; ACI 201 liaison member for CIA; ACI 321 liaison member
    Maria Rosaria Pecce Italy University of Naples Federico II
    Giovanni Plizzari Italy University of Brescia
    Norbert Randl Austria Carinthia Univ. of Applied Sciences
    Manu Santhanam India Department of Civil Engineering
    Akanshu Sharma United States Purdue University
    Takumi Shimomura Japan Nagaoka Univ. of Technology
    Alfred Strauss Austria BOKU University
    Fernando Stucchi Brazil ABECE/EGT
    Luc Taerwe Belgium Ghent University
    Jean Michel Torrenti France Univ Gustave Eiffel
    Tamon Ueda China Shenzhen University
    Aad van der Horst Netherlands -
    Jan Vítek Czech Republic Metrostav a. s.
    Joost Walraven Netherlands Dutch fib Delegation

  • TG10.3 - Examples of the Model Code

    The Model Code (2020) represents the accomplishments of extensive research, analysis, and collective expertise, embodying the most up-to-date insights and best practices in concrete engineering. This task group, aims to translate the principles outlined in the Model Code (2020) into tangible examples that will serve as guidance for professionals and practitioners across the globe. The efforts are to enhance the understanding and application of the Model Code.

    The task group aims to develop examples that comprehend a diverse array of challenges and scenarios encountered in real-world applications. These examples will not only illustrate the principles espoused by the Model Code but also provide practical insights for structural engineers.

    The TG10.3 will focus on developing real design examples derived from the fib Model Code (2020). Examples will cover various aspects of structural design practices as outlined in the Model Code. The examples will address a wide range of challenges and scenarios encountered in real-world applications of concrete design.

    The objectives will guide the task group to develop examples that demonstrate the principles and best practices outlined in the fib Model Code, ultimately contributing to disseminate best practices in structural design.

    The work in TG10.3 is currently carried out in the following Working Groups:

    • TG10.3 WG1 - General Design – Convener: Daniel Miranda
    • TG10.3 WG2 - Assessment of Existing Structures – Convener: Patrick Valeri
    • TG10.3 WG3 - Design of FRC – Convener: Andrea Monserrat
    • TG10.3 WG4 - Embedded FRP – Convener: Szinvai Szabolcs
    • TG10.3 WG5 - Recycled Aggregates – Convener: Nikola Tosic

    Marcelo MeloConvener
    Marcelo Melo
    Motohiro OhnoCo-convener
    Motohiro Ohno

    First name Last name Country Affiliation
    David Fernández-Ordóñez Switzerland fib
    Motohiro Ohno Japan The University of Tokyo
    Andri Setiawan United Kingdom Imperial College London
    Petar Bajic Spain -
    Agnieszka Bigaj-van Vliet Netherlands TNO - Buildings, Infrastructures and Maritime
    Hugo Corres Spain FHECOR Ingenieros Consultores
    Albert De la Fuente Spain Universitat Politècnica de Catalunya
    Morten Engen Norway Multiconsult AS
    Irene Josa United Kingdom University College London (UCL)
    Sachinthani Karunarathna Australia Arup
    Alio Kimura Brazil TQS
    Odinir Klein Júnior Brazil França e Associados
    Juan Mauricio Lozano Valcarcel Germany Technical University of Munich
    Adriana Patricia Abrahao Brazil TQS
    Caterina Rovati Switzerland Meyer Bauingenieure AG
    Daniel Miranda Brazil University of São Paulo
    Fernando Stucchi Brazil ABECE/EGT
    Nikola Tošić Spain Universitat Politècnica de Catalunya
    Patrick Valeri Lorenzo Switzerland Dr. Lüchinger+Meyer Bauingenieure AG
    Szabolcs Szinvai Hungary BME
    Alejandro Nogales Spain -
    Andrea Monserrat López Spain Universitat Politècnica de Catalunya
    Ligia Doniak Brazil -
    Stanislav Aidarov Spain -
    Rob Vergoossen Netherlands Royal HaskoningDHV
    Lisbel Rueda García Spain ICITECH, Universitat Politecnica de Valencia
    André Furtado Portugal Instituto Superior Tecnico, Universidade de Lisboa
    Juan Garzón Netherlands TNO
    Annkathrin Sinning Germany -
    Emilio Burgueño Argentina BCD Ingeniería
    Sergio Rodriguez Spain -
    ab van den bos Netherlands NLyse
    Mauricio Ferreira Brazil Universidade Federal do Parã
    Marcelo Melo Brazil Casagrande Engenharia
    Sam Chen Australia -

 

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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