Cantilever Cylindrical Shells under Assumed Wind Pressures
Author:
Affiliation:
1. Post Doctoral Research Fellow, Dept. of Transport Tech., Loughborough Univ. of Tech., Loughborough, England
2. Prof. and Head, Dept. of Transport Tech., Loughborough Univ. of Tech., Loughborough, England
Publisher
American Society of Civil Engineers (ASCE)
Subject
General Earth and Planetary Sciences,General Engineering,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/JMCEA3.0001824
Cited by 4 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. Wind-structure interaction mechanism of circular storage shells- a critical review;Mechanics of Advanced Materials and Structures;2024-04-09
2. A reduced stiffness approach for the buckling of open cylindrical tanks under wind loads;Thin-Walled Structures;2007-09
3. Nonlinear dynamics of above-ground thin-walled tanks under fluctuating pressures;Journal of Sound and Vibration;2005-05
4. Aeroelastic behavior of a pair of thin circular cylindrical shells in staggered arrangement;Journal of Wind Engineering and Industrial Aerodynamics;1986-04
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