Mode coupling in the torsional-flexural buckling of regular multistorey buildings-Reference-Cited by-同舟云学术

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Mode coupling in the torsional-flexural buckling of regular multistorey buildings

Published:1994-12 Issue:4 Volume:3 Page:227-245
ISSN:1062-8002
Container-title:The Structural Design of Tall Buildings
language:en
Short-container-title:Struct. Design Tall Build.

Author:

Zalka K. A.

Publisher

Wiley

Subject

Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. A. P. Jeary The dynamic behaviour of tall buildings 1981

2. Mémoire sur la torsion des prismes;de Saint-Venant;Mémoires des Savants Étrangers Paris,1855

3. Theory of bending, torsion and buckling of thin walled members of open cross section;Timoshenko;J. Franklin Institute,1945

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1. Optimized Transfer Matrix Approach for Global Buckling Analysis: Bypassing Zero Matrix Inversion;Periodica Polytechnica Civil Engineering;2024-08-21

2. Buckling of Planar Micro-Structured Beams;Applied Sciences;2020-09-18

3. Buckling of tower buildings on elastic foundation under compressive tip forces and self-weight;Continuum Mechanics and Thermodynamics;2020-08-18

4. Flexural torsional buckling of uniformly compressed beam-like structures;Continuum Mechanics and Thermodynamics;2018-02-01

5. Free Vibration Analysis of Asymmetric-Plan Shear Wall and Core Buildings Using One-dimensional Finite Element;Arabian Journal for Science and Engineering;2012-10-02

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