Compatibility relationships in a mixed flexibility-based method of frame analysis-Reference-Cited by-同舟云学术

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Compatibility relationships in a mixed flexibility-based method of frame analysis

Published:1997-03 Issue:3 Volume:19 Page:267-275
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Kemp Alan R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference8 articles.

1. A consistent mixed approach to computer analysis of frames;Kemp;Civ. Engng in SA,1989

2. Structural matrix analysis for the engineer;Robinson,1966

3. Yield-line elements: for elastic bending of plates and slabs;Gohnert;Engng Struct.,1995

4. Yield-line elements: a finite element collapse load analysis of slabs in bending;Gohnert,1995

5. Concepts and applications of finite element analysis;Cook,1974

Cited by 6 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. Improving the Reliability of Measuring Critical Buckling Load in Sway Mode Frames;Experimental Mechanics;2015-10-07

2. Use of pin-jointed structures in teaching frame analysis;Engineering Structures;2004-06

3. A mixed flexibility approach for simplifying elastic and inelastic structural analysis of frames;Journal of Constructional Steel Research;2002-10

4. A New Mixed Flexibility Approach for Simplifying Elastic and Inelastic Structural Analysis;Structural Engineering, Mechanics and Computation;2001

5. Simplified amplification factors representing material and geometric inelasticity in frame instability;Engineering Structures;2000-12

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