Static Simulation on Wind-Induced Buckling of Large LNG Tank

Author:

Yi Lu Ping1,Ji Jing2

Affiliation:

1. Qinhuangdao College of Northeast Petroleum University

2. Northeast Petroleum University

Abstract

Several wind pressure distribution forms of domestic and foreign large LNG storage tanks are introduced in this paper, and the similarities and differences among them are gotten by comparative analysis. The wind pressure distribution of the analytic form used by foreigners and the discrete values given in building structure load specification are substantially the same, but the discrete values used in our specification are partial in safety. Then large LNG tank wind-induced static buckling analysis is developed, and these can laid the foundation for the further research on wind resistance of LNG storage tank.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference6 articles.

1. Yang Tao: Wind-resistance of LNG tank shell and study of mechanical properties. (Northeast Petroleum University press, China 2010).

2. R. Greiner and P. Derler: Thin-Walled Structure. Vol. 23(1995), p.271.

3. M. Pricher: Journal of Structure Engineering. Vol. 130 (2004), p. (2012).

4. C. Byun and R. K. Kapania: Computer and Structure. Vol. 44(1992), p.255.

5. GB 50009- 2001: Code for Load of Building Structures. (China Building Industry Press, China 2002).

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