Exact expressions for stability functions of a general non-prismatic beam–column member-Reference-Cited by-同舟云学术

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Exact expressions for stability functions of a general non-prismatic beam–column member

Published:2004-11 Issue:11 Volume:60 Page:1561-1584
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Al-Sadder Samir Z.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Theory of beam–column;Chen,1976

2. Stability design of steel frames;Chen,1999

3. Theory of elastic stability;Timoshenko,1961

4. Al-Sarraf SZ. Elastic stability of frameworks. Ph.D. thesis presented to the University of Liverpool, Liverpool, England, July, 1964.

5. Frames of solid bars of varying cross sections;Krynicki;J Struct Div,1964

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1. Stability analysis and design methods of steel pipe piles under non-uniform corrosion;Structures;2024-07

2. Effective buckling length of frames with tapered columns and partially tapered beams;Journal of Constructional Steel Research;2021-12

3. An implementation for 2nd-order M-N coupling and geometric stiffness adaptation in tapered beam-column elements;Engineering Structures;2020-12

4. Review of Nonlinear Analysis and Modeling of Steel and Composite Structures;International Journal of Structural Stability and Dynamics;2020-04

5. Tapered beam–column analysis by analytical solution;Proceedings of the Institution of Civil Engineers - Structures and Buildings;2019-11

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