Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II: Three Hinges along Member-Reference-Cited by-同舟云学术

Elastoplastic and Large Deflection Analysis of Steel Frames by One Element per Member. II: Three Hinges along Member

Published:2004-04 Issue:4 Volume:130 Page:545-553
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chan Siu-Lai¹,Zhou Zhi-Hua²

Affiliation:

1. Professor, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

2. Associate Professor, Dept. of Civil Engineering, Southeast Univ., Nanjing, China; formerly, PhD Candidate, Dept. of Civil and Structural Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China.

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%282004%29130%3A4%28545%29

Reference17 articles.

1. AISC. (1986a). “Allowable stress design specifications for structural steel buildings.” American Institute of Steel Construction Chicago.

2. AISC. (1986b). “Load and resistance factor design specification for structural steel buildings.” American Institute of Steel Construction Chicago.

3. Chan S. L. and Chui P. P. T. (2000). Non-linear static and cyclic analysis of semi-rigid steel frames Elsevier Science 336.

4. Second-Order Elastic Analysis of Frames Using Single Imperfect Element per Member

5. Clarke M. J. (1994). “Plastic zone analysis of frames ” in Advanced Analysis of Steel Frames W. F. Chen and S. Toma eds. CRC Press Boca Raton Fla. 259–320.

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