Effects of Wind Girders on the Buckling and Vibration of Open-topped Oil Storage Tanks under Wind Loads
Author:
Affiliation:
1. Civil Engineering Research Department, Steel Research Laboratory, JFE Steel Corporation
2. Structural Design Department, Nikken Sekkei Ltd.
3. Department of Architecture and Building Science, Tohoku University
Publisher
Japan Association for Wind Engineering
Subject
Renewable Energy, Sustainability and the Environment
Link
https://www.jstage.jst.go.jp/article/jwe/41/2/41_58/_pdf
Reference4 articles.
1. 2) American Petroleum Institute, “API Standard 650 – Welded steel tanks for oil storage”, (2007)
2. 3) Resinger, F. and Greiner, R., “Buckling of wind loaded cylindrical shells – application to unstiffened and ring-stiffened tanks, in E. Ramm (Ed.)”, Buckling of Shells, Proc. of a State-of-the-Art Colloq., Springer, Berlin, pp. 305-331, (1982)
3. 4) Schmidt, H., Binder, B. and Lange, H., “Postbuckling strength design of open thin-walled cylindrical tanks under wind load”, Thin-Walled Structures, Vol. 31, pp. 203-220, (1998)
4. 10) Uematsu, Y. and Uchiyama, K., “Deflection and buckling behavior of thin, circular cylindrical shells under wind loads”, Journal of Wind Engineering and Industrial Aerodynamics, Vol. 18, pp. 245-261, (1985)
Cited by 2 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-resistant design theory and safety guarantee for large oil and gas storage tanks in coastal areas;Advances in Aerodynamics;2024-08-27
2. Effects of wind girders on the buckling of open-topped storage tanks under quasi-static wind loading;Thin-Walled Structures;2018-03
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