Exact Tangent Stiffness for Imperfect Beam-Column Members
Author:
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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