Ductility requirements in connections of composite flexural structures-Reference-Cited by-同舟云学术

Ductility requirements in connections of composite flexural structures

Published:2003-02 Issue:2 Volume:45 Page:235-251
ISSN:0020-7403
Container-title:International Journal of Mechanical Sciences
language:en
Short-container-title:International Journal of Mechanical Sciences

Author:

Sebastian Wendel M

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics,General Materials Science,Civil and Structural Engineering

Reference5 articles.

1. Tests and analysis of composite beams with incomplete intercation;Newmark;Proceedings of the Society for Experimental Stress Analysis,1951

2. Steel-concrete composite plates with flexible shear connectors;Clarke;Proceedings of the Institution of Civil Engineers,1972

3. The inelastic behaviour of continuous composite beams of steel and concrete;Yam;Proceedings of the Institution of Civil Engineers,1972

4. Nonlinear FE analysis of steel–concrete composite structures;Sebastian;ASCE Journal of Structural Engineering,2000

5. Teraskiewicz JS. Static and fatigue behaviour of simply supported and continuous composite beams of steel and concrete. PhD thesis, University of London, 1967.

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