Exact Tangent Stiffness for Imperfect Beam-Column Members-Reference-Cited by-同舟云学术

Exact Tangent Stiffness for Imperfect Beam-Column Members

Published:2000-09 Issue:9 Volume:126 Page:1094-1102
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chan Siu-Lai¹²,Gu Jian-Xin¹²

Affiliation:

1. Prof., Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., Hong Kong, China.

2. Postgrad. Student, Dept. of Civ. and Struct. Engrg., Hong Kong Polytechnic Univ., 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%282000%29126%3A9%281094%29

Reference29 articles.

1. Nonlinear Analysis of Thin‐Walled Structures Using Least Element/Member

2. Bathe K. J. and Bolourchi S. (1979). “Large deflection analysis of three dimensional beam structures.” Int. J. Numer. Methods in Engrg. 12 1677–1696.

3. Post‐Buckling Behavior

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