Effective width of steel–concrete composite beam at ultimate strength state-Reference-Cited by-同舟云学术

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Effective width of steel–concrete composite beam at ultimate strength state

Published:2008-05 Issue:5 Volume:30 Page:1396-1407
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Nie Jian-Guo,Tian Chun-Yu,Cai C.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Effective widths of composite beams of steel and concrete;Adekola;Structural Engineer,1968

2. The dependence of shear lag on partial interaction in composite beams;Adekola;International Journal of Solids Structures,1973

3. The effective width of continuous composite beams;Ansourian;Civil Engineering Transitions,1983

4. Research on steel–concrete composite beams;Johnson;Journal of Structural Division, ASCE,1970

5. Effective composite beam width at ultimate load;Heins;Journal of Structural Division, ASCE,1976

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