Nonlinear Analysis of In-Filled Steel-Concrete Composite Columns-Reference-Cited by-同舟云学术

Nonlinear Analysis of In-Filled Steel-Concrete Composite Columns

Published:2002-07 Issue:7 Volume:128 Page:922-933
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lakshmi B.¹,Shanmugam N. E.²

Affiliation:

1. Graduate Student, Structural Steel Research Group (SSRG), Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

2. Professor, Dept. of Civil Engineering, National Univ. of Singapore, 10 Kent Ridge Crescent, Singapore 119260.

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%282002%29128%3A7%28922%29

Reference25 articles.

1. Design strength of slender concrete-filled rectangular steel tubes.;Bradford M. A.;ACI Struct. J.,1996

2. Concrete-filled steel tubular columns.;Bridge R. Q.;Civil Eng. Trans., Inst. Eng. Australia,1976

3. Strength of Concrete‐Filled Thin‐Walled Steel Box Columns: Experiment

4. Strength of concrete-filled thin walled steel box columns: Experiment.;Ge H.;J. Constr. Steel Res.,1994

5. Column curves of steel-concrete composite members

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