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Imperfect Columns with Biaxial Partial Restraints

Published:1985-04 Issue:4 Volume:111 Page:758-776
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Razzaq Zia,Calash Antoun Y.

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%281985%29111%3A4%28758%29

Reference7 articles.

1. Equivalent bending moments for beam-columns

2. Johnston B. G. ed. Guide to Stability Design Criteria for Metal Structures 3rd Ed. John Wiley and Sons Inc. New York N.Y. 1976.

3. Jain A. K. Goel S. C. and Hanson R. D. “Inelastic Response of Restrained Steel Tubes ” Journal of Structural Division ASCE pp. 897–910.

4. Rectangular Tubular Steel Columns Loaded Biaxially

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1. Semi-Rigid connections in steel structures: State-of-the-Art report on modelling, analysis and design;STEEL COMPOS STRUCT;2022

2. Stability of Sway-Inhibited Prismatic Columns Subjected to Internal Axial Loads;Practice Periodical on Structural Design and Construction;2017-02

3. Stability of imperfect columns with nonlinear connections under eccentric axial loads including shear effects;International Journal of Mechanical Sciences;2015-01

4. Second-order stiffness matrix and load vector of an imperfect beam-column with generalized end conditions on a two-parameter elastic foundation;Engineering Structures;2014-07

5. Stability of multi-column systems with initial imperfections and non-linear connections;International Journal of Non-Linear Mechanics;2013-12

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