Shear Resistance of Prestressed Girders: Probabilistic Design

Author:

Slowik O.,Novák D.,Novák L.,Strauss A.

Publisher

Springer International Publishing

Reference26 articles.

1. Bairan GJM, Mari BAR (2006) Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: theoretical formulation. Comput Struct 84 (31–32):2254−2263

2. Ceresa P, Petrini L, Pinho R (2007) Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading—State of the art. J Earthquake Eng 11(Suppl. 1):46–88

3. Collins MP, Bentz EC, Sherwood EG (2008) Where is shear reinforcement required? Review of research results and design procedures. ACI Struct J 105(5):590–600

4. Comité Euro-International du Beton (Hrsg.) (2012) CEB-FIP Model Code 2010: “Design Code”, fib Bulletin No. 65/66, Lausanne

5. Červenka V, Jendele L, Červenka J (2007) ATENA Program Documentation—Part 1: Theory, Cervenka Consulting, Prague, Czech Republic

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