4 Gome HM, Awruch AM, Paulo AML. Reliability based optimization of laminated composite structures using genetic algorithms and artificial neural networks. Structural Safety,2011,33(3):186-195
[5]
5 Coneicao Antonio CA. A hierarchical genetic algorithm for reliability based design of geometrically non-linear composite structures. Composite Structures,2001,54(1):37-47
[6]
6 Silvestre N. Buckling behavior of elliptical cylindrical shells and tubes under compression. International Journal of Solids and Structures,2008,45(6):4427-4447
[7]
7 Carvelli V, Panzeri N, Poggi C. Buckling strength of GFRP under-water vehicles. Composites: Part B,2001,32(2):89-101
[8]
8 刘丽川,蒲家宁. 含缺陷罐壁轴压失稳临界应力计算方法. 力学 与实践,2008, 30(5):53-56 (Liu Lichuan, Pu Jianing. Analysis and calculation methods for buckling strength of domeroof tank shells with imperfections under axial compression. Mechanics in Engineering, 2008, 30(5):53-56 (in Chinese))
11 International Standard Organization. ISO 2394-1998 General principles on reliability for structures. Genμeve, Switzerland:International Standard Organization,1998
[12]
12 British Standard Institution. BS EN 1990-2002 Euro code:basic of structure design. London:British Standard Institution,2010
18 王红福,张明广. 储罐罐顶的失稳分析. 油气储运,2002,21(5):49-52 (Wang Hongfu,Zhang Mingguang. Buckling analysis of storage tanks dome roof. Oil and Gas Storage and Transportation, 2002,21(5):49-52 (in Chinese))
