15.02: Direct analysis of steel frames with non-prismatic sections via tapered beam-column elements
Author:
Affiliation:
1. The Hong Kong Polytechnic University; Dept. Civil and Environmental Engineering; Hong Kong
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference23 articles.
1. Exact Bernoulli-Euler static stiffness matrix for a range of tapered beam-columns;Banerjee;International Journal for Numerical Methods in Engineering,1986
2. Elastic Buckling of Tapered Monosymmetric I-Beams;Bradford;Journal of Structural Engineering,1988
3. Elastic distortional buckling of tapered I-beams;Ronagh;Engineering Structures,1994
4. Exact Stiffnesses for Tapered Members;Al-Gahtani;Journal of Structural Engineering,1996
5. Tapered thin open section beams on elastic foundation-I. Buckling analysis;Dube;Computers & Structures,1996
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