Nonlinear FE Analysis of Steel-Concrete Composite Structures-Reference-Cited by-同舟云学术

Nonlinear FE Analysis of Steel-Concrete Composite Structures

Published:2000-06 Issue:6 Volume:126 Page:662-674
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sebastian Wendel M.¹²,McConnel Richard E.¹²

Affiliation:

1. Lect., Dept. of Civ. Engrg., Univ. of Bristol, Queen's Building, University Walk, Bristol BS8 1TR, U.K.

2. Lect., Dept. of Engrg., Univ. of Cambridge, Trumpington St., Cambridge CB2 1PZ, U.K.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282000%29126%3A6%28662%29

Reference25 articles.

1. Arizumi Y. Hamada S. and Kajita T. (1981). “Elastic-plastic analysis of composite beams with incomplete interaction by finite element method.” Comp. and Struct. Exeter U.K. 14(5–6) 453–462.

2. ASCE. (1982). “Finite element analysis of reinforced concrete.” State of the Art Rep. New York 290–295.

3. “Triaxial stress-strain relationship for concrete.”;Cedolin L.;J. Engrg. Mech. Div.,1977

4. Crisfield M. A. (1983). “A four-noded thin-plate bending element using shear constraints—A modified version of Lyons' element.” Comp. Methods in Appl. Mech. and Engrg. Amsterdam 38(1) 93–120.

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