author: fib fédération internationale du béton

Critical comparison of major seismic codes for buildings: Technical report

... ASCE 7, starting with the 1988 edition of the standard), adopted seismic ... 05, which has seismic design provisions based on the 2003 NEHRP Provisions ... ASCE 7-02 Concrete ACI 318-02 NEHRP 1997 IBC 2006 Seismic ASCE 7-05 Concrete ACI ...

Protective Systems Against Hazards: Technical Report

... theoretical event probability must be considered as a relative event ... problem, but rather confuses the decision process. What finally counts is ... 10-4 per year. Following the British Advi- sory Committee on Major Hazards [33], the ...

Guidance for Good Bridge Design: Guide to Good Practice

Considering the importance of erection techniques in the development of bridge design, this second part of the guide starts by a description of the different construction methods, their advantages and draw-backs, their particularities and, ...

Guidelines for the Design of Footbridges: Guide to Good Practice

Plenty of illustrations and photographs help to visualize the themes of this work. The last chapter, 'Case Studies', contains footbridges each with a short summary of main structural data and references for further reading.

Design of anchorages in concrete: Guide to Good Practice

Furthermore, since the publication of the original CEB design guide, “Design of Fastenings in Concrete”, ongoing research and additional application experience has led to an improved understanding and deepened knowledge in various areas ...

Design Examples for Strut-and-tie Models: Technical Report

... MPa f1cd = fck / c = 0,85 × 35,0 / 1.5 = 19,83 MPa Reinforcement: fyk = 500 MPa fyd = fyk / s = 500 /1,15 = 435 MPa 1.3 Statement of design problem This is an example for demonstrating the use of strut-and-tie models for the ...

Durability of Post-tensioning Tendons: Recommendation

... Manual - textbook ( 324 pages , ISBN 2-88394-042-8 , July 1999 ) 3 Structural Concrete 4 5 6 ... edition out - of - print ; available as photocopy only Protective systems ... post - tensioning Technical report ( 50 pages , ISBN 2-88394-047-9 ...

Structural Concrete Textbook, Volume 4: Textbook

The second edition of the Structural Concrete Textbook is an extensive revision that reflects advances in knowledge and technology over the past decade.

Structural Concrete Textbook - Vol 3, first edition: Textbook on Behaviour, Design and Performance: Updated knowledge of the CEB/FIP Model Code 1990 - Volume 3

... DIN 15018 [ König and Gerhardt ( 1982 ) ] . The stress spectrum S2 is defined according to Fig . 4.4-91 . The expected lifetime is expressed with n = 10 ' load cycles . 20 D max 26 a ~ $ 3 S2 $ 1 SO 1/3 Log n log max n Fig . 4.4-91 ...

Structural Concrete, Volume 2: Textbook on behaviour, design and performance - Basis of design

... Press, Taylor and Francis, 2009, pp. 1275-89. Bažant, Z. P. and Xi, Y. 1995 ... CEB, 1978, Comité Eurointernational du Béton and Fédération Internationale ... Manual on Structural Effects of Time-dependent Behaviour of Concrete”, Chiorino ...

Bond of Reinforcement in Concrete: State-of-the-art report

... ACI - Journal , pp . 1-20 . Detroit 1938 . Graf O. , Brenner E. , 1939 ... ACI - Journal , pp . 13-33 . Detroit 1945 . Muhlenbruch C. W .: The Effect of Repeated ... 351 . Detroit 1951 . Swida W .: Zum Problem der Haftspannungen . ( About ...

Punching of Structural Concrete Slabs: Technical Report

Technical Report fib Fédération internationale du béton. 10.2 Punching of High Strength Concrete Slabs Mikael Hallgren 10.2.1 Introduction Design methods and empirical expressions in codes , for the calculation of the punching shear ...

Corrosion Protection of Reinforcing Steels: Technical Report

... ASTM D 3963/A 3963M-97 Standard Specification for Fabrication and Jobsite Handling of Epoxy-Coated Reinforcing Steel Bars; American Society for Testing and Materials (1997), and in Switzerland: • ASTRA-Richtlinie zur Anwendung von ...

Concrete Structure Management - Guide to Ownership and Good Practice: Guide to Good Practice

... ACI Committee 440, Fibre reinforced polymer reinforcement, located at website http://www.concrete.org/COMMITTEES/committeehome.asp?committee_code=0000440-00. ACI 546R-96 Concrete repair guide, American Concrete Institute ACRA/CSIRO ...

Formwork and Falsework for Heavy Construction: Guide to Good Practice

... Vertical facing with a maximum deviation of +/- 5o from the vertical. • Specific weight of concrete mix ... Formula: A distinction is made between piers and ... concrete: If the temperature of 84 Appendix A Calculation of fresh concrete ...

Post-tensioning in Buildings: Technical Report

... DSI - DYWIDAG 1.12 . Brochure Freyssinet 1.13 . Brochure VT Vorspann - Technik 1.14 . fib Bulletin No. 11 - Factory applied corrosion protection of prestressing steel , 2001 . 1.15 . fib Bulletin No. 15 - Durability of post - tensioning ...

Durability of Post-tensioning Tendons: Technical Report: Proceedings of a Workshop Held at Ghent University on 15-16 November 2001

... Post- Tensioning Tendons from the German Point of View D. Jungwirth Prof. Dr. - Ing . , DYWIDAG / DSI , München ( Germany ) Abstract Tendons with and without bond have a high level of development . Their durability , however , is ...

Acceptance of Stay Cable Systems Using Prestressing Steels: Recommendation

... ( Post Tensioning Institute , USA ) , Toshihiko Niki ( Sumitomo Electric Industries , Japan ) , Oswald Nützel ( DSI Int . GmbH , Germany ) , Amar Rahman ( BBR Systems , Switzerland ) , Reiner Saul ( Leonhardt , Andrä und Partner , Germany ) ...

2006 Fib Awards for Outstanding Concrete Structures: Winners, Special Mentions and Nominees

... DSI - Lang Geotech , Penn Jersey Building Materials , L. Feriozzi Concrete Co. , Atlantic County Concrete & Material , Ralph Clayton & Sons Concrete completion : 2003 The structure features a 142'000 m2 , 46 - storey hotel tower . Post ...

Monitoring and Safety Evaluation of Existing Concrete Structures: State-of-art Report

... post - tensioning the transfer of prestressing force is mostly performed via brackets / disks . National and ... DSI etc. Even a prestressing possibility in the free length is given by special intermediate anchors . For all systems a ...

Displacement-based Seismic Design of Reinforced Concrete Buildings: State-of-the-art Report

... SEAOC ( 1997 ) Seismic Design Manual . Vol . III ( 1997 UBC version ) SEAOC ( 1999 ) Recommended Lateral Force Requirements and Commentary , 7th Ed . Shimazaki , K. and Sozen , M.A. ( 1984 ) . " Seismic drift of reinforced concrete ...

Management, Maintenance and Strengthening of Concrete Structures: Technical Report

... ACI Report 228.2R - 98 / Nondestructive Test Methods for Evaluation of Concrete in Structures - ACI Committee 228 , ACI International , Farmington Hills , Michigan , USA [ 56 ] ACI Report 201.1R / Guide for Making a Condition Survey of ...

Seismic Design of Precast Concrete Building Structures: State-of-the-art Report

... ACI - 318 standard : Building code requirements for concrete structures . Another document that influences seismic ... 02 [ ACI 318 ( 2002 ) ] . Although ACI 318-02 has similar provisions to the 2000 NEHRP Provisions , the scope is ...

FRP Reinforcement in RC Structures: Technical Report

... ACI (2001), ACI 224R-01 - Control of Cracking in Concrete Structures, ACI Committee 224, American Concrete Institute, Farmington Hills, MI, USA. ACI (2002), ACI 318-02 - Building Code Requirements for Structural Concrete, American ...

Shear and Punching Shear in RC and FRC Elements: Technical Report: Proceedings of a Workshop Held on 15-16 October 2010, in Salò, Lake Garda, Italy

... punching shear strength in slabs with restricted horizontal expansion ([Guandalini (2005)], Fig. 3.8a), the behaviour and strength of flat slabs under fire conditions ([Guandalini (2005)], Fig. 3.8b) or the increase of the punching shear ...

Bond and anchorage of embedded reinforcement: Background to the fib Model Code for Concrete Structures 2010: Technical report

... design. of. tension. anchorages. and. lapped. joints. B.1 Summary of MC90 rules EC2 is the European Standard for design of concrete structures, and was based largely on MC90 ... design of tension anchorages lapped joints Summary of MC90 ...

Model Code 2010 - Final draft: Volume 1

... Torrent, R. Wendner, G. Ye Task Group 8.12, Constitutive laws for concretes with supplementary cementitious materials Conveners: T.A. Martius Hammer, H. Justnes Members: C. Andrade, T. A. Bier, W. Brameshuber, G. De Schutter, F. Dehn, E ...

Towards a rational understanding of shear in beams and slabs: Technical report

... beam-like members, Kani (1964) considered the cracks to be stressfree and assumed that the maximum tensile stress at the clamped end of the tooth is equal to the concrete tensile average shear stress of strength fct. Using the notation ...

Environmental Issues in Prefabrication: State-of-the-art Report

... Rockwool sound insulation with Sum 50 mm topping Area ( m2 ) 25000 25000 25000 25000 Concrete 8000 2500 10500 2880 ... reduction of heavy traffic to the building site , which is located in the center of a city . This is an important ...

Safety and performance concept. Reliability assessment of concrete structures: Guide to good practice

... exponents are shown in Table 35. Table 3-5 Examples of exponents for the damage function according to different degradation process for concrete structures91, 92 Function Parabolic Root Linear law type Exponent b b b = = = 0.5 1.0 2.0 ...

fib Model Code for Concrete Structures 2010

... stress–strain relations for concrete in compression generally comply with the schematic representation shown in Figure 5.1-3. The descending branch of the stress–strain relations should be considered as the envelope to all possible ...

Retrofitting of Concrete Structures by Externally Bonded FRPs, With Emphasis on Seismic Applications: Technical Report

... punching shear strength is within the acceptable range and maximum permissible shear stress is not exceeded . 3 ) Assume number of FRP perimeters and strengthening pattern . 4 ) Calculate the effective shear stress ( Equation 4 ) by ...

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