Fib model code for concrete structures 2010: Mastering challenges and encountering new ones

Structural Concrete

Volumn 14, Issue 1, 2013, Pages 3-9

  Walraven, Joost ^a  

^a DELFT UNIVERSITY OF TECHNOLOGY   (Netherlands)

Author keywords

codes; concrete; fib Model Code 2010; future developments; recommendations; structures

Indexed keywords

CODES (SYMBOLS); CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; CONCRETES; STRUCTURE (COMPOSITION);

CODES; FIB MODEL CODES; FUTURE DEVELOPMENTS; RECOMMENDATIONS; RESEARCH AND DEVELOPMENT; STATE OF THE ART; STRUCTURAL CONCRETES;

STRUCTURAL DESIGN;

EID: 84874981172     PISSN: 14644177     EISSN: 17517648     Source Type: Journal    
DOI: 10.1002/suco.201200062     Document Type: Article

References (14)

1. Model Code 2010, vols. 1 & 2, final draft, fib-Bulletins 65 & 55, fib, Lausanne, www.fib-international.org.
2. Walraven, J. C.; Bigaj, A. J.; The 2010 fib Model Code for Concrete Structures: a new approach to structural engineering. Structural Concrete 12, 3, pp. 139-147.
3. Muttoni, A.; Fernández Ruiz, M.; The levels-of-approximation approach in MC 2010: application to punching shear provisions. Structural Concrete (2012) 13, 1, pp. 32-41.
4. Fennis, S.: Design of Ecological Concrete by Particle Packing Optimization. PhD thesis, Delft University of Technology, 2011.
5. Bazant, Z. P.; Hubler, M. H.; Yu, Q.: Pervasiveness of Excessive Segmental Bridge Deflections: Wake-Up Call for Creep. ACI Structural Journal, Nov-Dec 2011, pp. 766-774.
6. Schiessl, P.: Influence of cracks on the durability of reinforced and prestressed concrete members. Deutscher Ausschuss für Stahlbeton, No. 370, Beuth Verlag, Berlin, 1986 (in German).
7. Leonhardt, F.; Walther, R.: Shear tests on simply supported reinforced concrete beams with and without shear reinforcement for the determination of the shear resistance and the upper limit of the shear stress. Deutscher Ausschuss für Stahlbeton, No. 151, Ernst & Sohn, Berlin, 1962 (in German).
8. Discussion of the paper by Kani, G. N. J.: The Riddle of Shear Failure and Its Solution. Journal of the ACI, Dec 1964, pp. 1587-163.
9. Kani, M. W.; Huggins, M. W.; Wittkopp, R. R.: Kani on Shear in Reinforced Concrete. University of Toronto, Department of Civil Engineering, 1979, 225 pp.
10. Ockleston, A. J.; Load tests on a three-storey reinforced concrete building in Johannesburg. The Structural Engineer (1955) 33, pp. 304-322.
11. Long, A. E.; Basheer, P. A. M.; Taylor, S. E.; Rankin, B.; Kirkpatrick, J.: Sustainable Bridge Construction Through Innovative Advances. Proc. of ICE Bridge Engineering, vol. 161, No. 4, Dec 2008, pp. 183-188.
12. Tailor, S. E.; Rankin, B.; Cleland, D. J.; Kirkpatrick, J.: Serviceability of Bridge Deck Slabs with Arching Action. ACI Journal, Jan-Feb 2007, pp. 39-48.
13. Yang, Y.: Mechanical properties of steel fibre reinforced concrete tested by statically determinate round panel tests. Internal report, TU Delft, Section of Concrete Structures, 2008.
14. Voo, Y. L.; Foster, S. J.; Characteristics of ultra-high performance ductile concrete and its impact on sustainable construction. IES Journal, Part A, Civil & Structural Engineering Aug 2010 3, 3, pp. 168-187.