Stochastic modelling and assessment of long-span precast prestressed concrete elements failing in shear

Author:

Slowik Ondřej,Novák Drahomír,Novák Lukáš,Strauss Alfred

Funder

Grantová Agentura České Republiky

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference67 articles.

1. Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation;Bairan Garcia;Comput Struct,2006

2. Bažant ZP, Yu Q. Designing against size effect on shear strength of reinforced concrete beams without stirrups.Struct. Eng. Report, No. 03-02/A466s, 2003.

3. Fracture and size effect in concrete and other quasibrittle materials;Bažant,1998

4. Flexure-shear fiber beam-column elements for modeling frame structures under seismic loading - State of the art;Ceresa;J Earthquake Eng,2007

5. Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams;Mari;Struct Infrastruct Eng,2015

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