Elastic Critical Loads on Multistory Rigid Frames

Author:

Awadalla Esmat S.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference17 articles.

1. Awadalla E. S. “Elastic Stability Analysis of Struts and Plates by the Matrix Displacement Method ” thesis presented to the University of Leeds at Leeds England in 1968 in partial fulfillment of the requirements for the degree of Doctor of Philosophy.

2. A direct matrix method for the elastic stability analysis of deep circular arches

3. Awadalla E. S. and Yettram A. L. “A Direct Numerical Method for Elastic Stability Analysis ” presented at the September 1977 International Conference on the Behaviour of Slender Structures held at the City University London England.

4. Nonlinear analysis of buckling and postbuckling behavior of circular arches

5. Approximate Determination of Frame Critical Loads

Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. Elastic Critical Loads for Plane Frames by Transfer Matrix Method;Journal of Structural Engineering;1994-04

2. Lumped‐Parameter Approach to Stability Analysis;Journal of Engineering Mechanics;1993-10

3. Spatial buckling of arches—A finite element analysis;Computers & Structures;1990-01

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