{"references": ["Luo Xiaoling, Qi Changyong, Cheng Huanxin. Large-Scale Liquid\nNatural Gas Storage Tank Development Research (J). Machinery Design\nManufacture, 2009,9(9): 255-257.", "Gu Anzhong, Shi Yumei, Wang Rongshun. A Review Of The Lng\nIndustry In China. 14th International Conference And Exhibition On\nLiquefied Natural Gas, 2004: 765-775", "Zhen Jianhua, Wang Lin, Li Yanhui. Design Consideration Of Lng\nTerminal Project(J). Concrete And Masonry Structure, 2007,17(4):31-41.", "Wu Hao, Lu Yunxiang. Study Of Construction In Shanghai Lng\nStorage(J). China Water Transport, 2008,8(1):138-139", "Liu Wenjin, Lili, Long Xiaohong. Stability Of A Long-Span Latticed\nShell(J). Engineering Mechanics, 2008,25(9):139-143.", "Tang Jiaxiang. Stability Of Structures Theory(M). Beijing: China\nRailway Press, 1989.(In Chinese)", "Li Cunquan. Structural Stability And Stability Force(M). Beijing: China\nCommunications Press,2000.(In Chinese)", "Chen Ji. Stability Of Steel Structures Theory And Design(M). Beijing\n:Science Press,2001.(In Chinese)", "Dario J, Aristizabal-Ochoa. Elastic Stability And Second Order Analysis\nOf Three-Dimensional Frames: Effects Of Column Orientation(J).\nJournal Of Engineering Mechanics,2003, 129: 1254-1267.\n[10] Riks E. An Incremental Approach To The Solution Of Snapping And\nBuckling Problems (J). International Journal Of Solids Structures, 1979,\n115: 529-551.\n[11] Crisfield M A. An Arc-Length Method Including Line Sear Inches And\nAccelerations (J). International Journal Of Numerical Mechanic\nEngineering, 1983, 19: 1269-1289.\n[12] Civil King Software Technology Company, Chinese User Guide Of\nSap2000(M). Beijing: China Communications Press,2000.(In Chinese)\n[13] Karagiozova D, Alves M. Transition From Progressive Buckling To\nGlobal Bending Of Circular Shells Under Axial Impact--Part Ii:\nTheoretical Analysis (J). International Journal Of Solids And Structures,\n2004, 41: 1581\u00d4\u00c7\u00f21604.\n[14] Kytomaa.Harri, Gavelli.Filippo, Studies Of Lng Spills Over Water Point\nUp Need For Improvement (J), Oil And Gas Journal, 2005,103(18):61-65.\n[15] Li Zhaoci, Xu Lie, Zhang Jie. Design Of Thermal Insulation For Lng\nTanker (J). Tianranqi Gongye/Natural Gas Industry,\n2004,24(2):10-11+85-87"]}

To enhance installation security, a LNG storage in Rudong of Jiangsu province was adopted as a practical work, and it was analyzed by nonlinear finite element method to research overall and local stability performance, as well as the stress and deformation under the action of wind load and self-weight. Results indicate that deformation is tiny when steel mesh maintains as an overall ring, and stress caused by vertical bending moment and tension of bottom tie wire are also in the safe range. However, axial forces of lap reinforcement in adjacent steel mesh exceed the ultimate bearing capacity of tie wire. Hence, tie wires are ruptured; single mesh loses lateral connection and turns into monolithic status as the destruction of overall structure. Further more, monolithic steel mesh is led to collapse by the damage of bottom connection. So, in order to prevent connection failure and enhance installation security, the overlapping parts of steel mesh should be taken more reliable measures.