Inelastic Analysis of Steel Frames with Composite Beams-Reference-Cited by-同舟云学术

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Inelastic Analysis of Steel Frames with Composite Beams

Published:2001-02 Issue:2 Volume:127 Page:194-202
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liew J. Y. Richard¹²³,Chen Hong¹²³,Shanmugam N. E.¹²³

Affiliation:

1. Assoc. Prof., Dept. of Civ. Engrg., Nat. Univ. of Singapore, BLK E1A No. 07-03, 1 Engrg. Dr., Singapore 117576.

2. Res. Engr., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 117576.

3. Prof., Dept. of Civ. Engrg., Nat. Univ. of Singapore, Singapore 117576.

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%282001%29127%3A2%28194%29

Reference30 articles.

1. American Institute of Steel Construction (AISC). ( 1993). Load and resistance factor design specifications 2nd Ed. Chicago.

2. Al-Amery R. I. M. and Roberts T. M. ( 1990). “Nonlinear finite difference analysis of composite beams with partial interaction.” Comp. and Struct. 35(1) 81–87.

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

4. Design Guide for Partially Restrained Composite Connections

5. Spread of Plasticity: Quasi‐Plastic‐Hinge Approach

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