| Commissions |
Chair / Co-chair |
| Task Groups |
|
| Working Programme PDF file |
|
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|
| C 1 Structures |
M. Moussard |
| T 1.1 Design applications |
Stein Atle Haugerud |
| T 1.2 Bridges |
Jean-François Klein |
| T 1.5 Concrete structures in marine environments |
Tor Ole Olsen |
| T 1.6 High-rise buildings |
Andy Truby |
| WPC1_1Nov11.pdf |
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Commission 1 report from the 2010 Congress in Washington D.C.
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| C 2 Safety and performance concepts |
L. Taerwe / K. Bergmeister |
| WPC2_07Feb11_Dir11.pdf |
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Commission 2 report from the 2010 fib Congress in Washington D.C.
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| C 3 Environmental aspects of design and construction |
M. Glavind / P. Hajek |
| T 3.5 Protective concrete structures |
Klaas Van Breugel |
| T 3.7 Integrated life cycle assessment of concrete structures |
Petr Hajek |
T 3.8 Green concrete technologies for life-cycle design of
concrete structures |
Mette Glavind |
| T 3.9 Application of environmental design to concrete structures |
Kenji Kawai |
| T 3.10 Concrete made with recycled materials - life cycle perspective |
Takafumi Noguchi |
| WPC3_07Feb11_Dir11.pdf |
|
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Commission 3 report from the 2010 fib Congress in Washington D.C.
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| C 4 Modelling of structural behaviour and design |
S. Foster / F. Vecchio |
| T 4.1 Serviceability models |
Jan Vitek |
| T 4.2 Ultimate limit state models |
Viktor Sigrist |
| T 4.3 Fire design of concrete structures |
Niels Peter Hoej |
| T 4.4 Computer based modelling and design |
G. Monti / F. Vecchio |
| T 4.5 Bond models |
John Cairns |
| WPC4_18May11.pdf |
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Commission 4 report from the 2010 fib Congress in Washington D.C.
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| C 5 Structural service life aspects |
B. Pielstick / C. Gehlen |
T 5.8 Condition control and assessment of reinforced concrete structures exposed
to corrosive environments |
Christoph Gehlen |
| T 5.9 Model technical specifications for repairs and interventions |
Philip McKenna |
T 5.10 Birth and re-birth certificates and through-life management
aspects |
Michael Bartholomew |
| T 5.11 Calibration of code deemd to satisfy provision for durability |
Christoph Gehlen |
| T 5.12 Support group to new fib SAG 7 |
Stuart Matthews |
| T 5.13 Operational documents to support Service Life Design |
Carmen Andrade |
| WPC5_07Feb11_Dir11.pdf |
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Commission 5 report 2011
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| C 6 Prefabrication |
M. Menegotto / D. Fernandez |
| T 6.1 Prestressed hollow core floors |
Stef Maas |
| T 6.2 Structural connections for precast concrete |
Björn Engström |
| T 6.9 Design of precast concrete structures for accidental loading |
Arnold Van Acker |
T 6.10 Precast concrete buildings in seismic areas
- practical aspects |
Spyros Tsoukantas |
| T 6.11 Precast concrete sandwich panels |
Simon Hughes |
| T 6.12 Planning and design handbook on precast building structures |
A. Van Acker |
| T 6.13 Quality control for precast concrete |
Jaime Fernandez Gomez |
| T 6.14 Precast concrete towers for wind energy production |
Valter José Da Guia Lucio |
| WPC6_11Nov11.pdf |
|
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Commission 6 report from the 2010 fib Congress in Washington D.C.
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| C 7 Seismic design |
P.E. Pinto / F. Watanabe |
| T 7.5 Seismic design of buildings incorporating high-performance materials |
F. Watanabe / S. Pampanin |
T 7.6 Critical comparison of major seismic design codes
for buildings |
H. Tanaka / F. Watanabe |
| T 7.7 Probabilistic performance-based seismic design |
Paolo E. Pinto |
| WPC7_07Feb11_Dir11.pdf |
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Commission 7 report from the 2010 fib Congress in Washington D.C.
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| C 8 Concrete |
F. Dehn / H. Müller |
| T 8.3 Fibre reinforced concrete |
Lucie Vandewalle |
| T 8.6 Ultra High Performance Fibre Reinforced Concrete (UHP FRC) |
Joost Walraven |
| T 8.7 Code-type models for concrete behaviour |
Harald Müller |
| T 8.8 Structural design with flowable concrete |
Steffen Grünewald / L. Ferrara |
| T 8.9 Aesthetics of concrete surfaces |
Ludger Lohaus |
| T 8.10 Performance-based specifications for concrete |
H. Beushausen / F. Dehn |
| T 8.11 Fire resistant concretes for tunnel construction |
F. Dehn |
| T 8.12 Constitutive laws for concretes with supplementary cementitious materials |
T.A. Martius Hammer / H. Justnes |
| WPC8_18May11.pdf |
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Commission 8 report from the 2010 fib Congress in Washington D.C.
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| C 9 Reinforcing and prestressing materials and systems |
J. Bastien / T. Neff |
| T 9.3 FRP reinforcement for concrete structures |
Stijn Matthys |
| T 9.5 Durability of prestressing materials |
Manuel Elices |
| T 9.7 Reinforcing steels and systems |
Ben Bowsher |
| T 9.9 Manual for prestressing materials and systems |
Josée Bastien / Alain Chabert |
| T 9.11 Testing the bond capacity of tendon anchorages |
Jaime Galvez Ruiz |
| T 9.12 Ground anchors |
Toshihiko Niki |
| T 9.13 External tendons for bridges |
Teddy Theryo |
| T 9.14 Extradosed tendons |
Hiroshi Mutsuyoshi / M. Poser |
| T 9.15 Behaviour under cryogenic conditions |
M. Poser / A. Gutsch |
| T 9.16 Plastic ducts |
H.-R. Ganz |
| WPC9_19Dec11.pdf |
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Commission 9 report from the 2010 fib Congress in Washington D.C.
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| C 10 Construction |
A. van der Horst / P. Jacquet |
|
WPC10_03Feb12.pdf
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Commission 10 report from the 2010 fib Congress in Washington D.C.
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| SAG 2 Dissemination of knowledge |
G. Balázs |
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WPSAG2_07Feb11_Dir11.pdf
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SAG 2 report from the 2010 fib Congress in Washington D.C.
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| SAG 4 Fastenings to structural concrete and masonry |
R. Eligehausen |
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WPSAG4_07Feb11_Dir11.pdf
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| SAG 5 New Model Code |
J. Walraven |
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WPSAG5_18May11.pdf
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| SAG 6 Composite steel-concrete construction |
M. Pecce |
| WPSAG6_20Dec11.pdf |
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SAG 6 report from the 2010 Congress in Washington D.C.
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| SAG 7 Assessment and interventions upon existing structures |
S. Matthews / G. Mancini |
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WPSAG7_07Feb11_Dir11.pdf
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SAG 7 report from the 2010 fib Congress in Washington D.C.
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| SAG 8 fib sustainability initiative |
K. Sakai |
|
WPSAG8_07Feb11_Dir11.pdf
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SAG 8 initiative
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| SAG 9 Revision of partial safety factors |
M. Menegotto |
|
WPSAG9_07Feb11_Dir11.pdf
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