Safety formats for nonlinear analysis tested on concrete beams subjected to shear forces and bending moments

Engineering Structures

Volumn 33, Issue 8, 2011, Pages 2350-2356

  Schlune, Hendrik ^a   Plos, Mario ^a   Gylltoft, Kent ^a  

^a CHALMERS UNIVERSITY OF TECHNOLOGY   (Sweden)

Author keywords

Concrete; Nonlinear analysis; Reliability; Safety format; Shear

Indexed keywords

ANALYSIS OF BEAMS; BEAMS AND COLUMNS; CONCRETE BEAM; NORMAL FORCES; RELIABILITY LEVEL; SHEAR; SHEAR FORCE; SHEAR LOADINGS; TARGET RELIABILITY;

BENDING MOMENTS; CONCRETE PRODUCTS; RELIABILITY;

NONLINEAR ANALYSIS;

BENDING; LOADING TEST; NONLINEARITY; PROBABILITY; REINFORCED CONCRETE; RELIABILITY ANALYSIS; SAFETY; SHEAR STRESS; STRUCTURAL COMPONENT;

EID: 79958037257     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2011.04.008     Document Type: Article

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