[1]
JGJ7-2010 Chinese Technical for Space Frame Structures, (2010).
Google Scholar
[2]
Nicolae Bălut, Vector Gioncu, in: The Influence of Geometrical Tolerances on the Behaviour of Space Structures, International Journal of Space Structures. 2000, 15(3&4).
DOI: 10.1260/0266351001495125
Google Scholar
[3]
Credric Marsh, in: Some observations on designing double layer grids, International Journal of Space Structures. 2000, 15(3&4): 225-231.
DOI: 10.1260/0266351001495161
Google Scholar
[4]
Lewis C. Schmidt, Peter R. Morgan and Ariel Hanaor, in: Ultimate load testing of space trusses, Journal of the Structural Division. 1982, 108(6): 1324-1335.
DOI: 10.1061/jsdeag.0005969
Google Scholar
[5]
Fan Zhifei, Zeng Guohua and Dong Cong, in: Study of stochastic imperfection method for stability analysis of single layer lattice shell, Journal of Hebei Institute of Architectural Science and Technology, 2006, 23(3): 11-14.
Google Scholar
[6]
Liu Maoqing, Du Xinxi and Zhu Liwei, in: Effect of Member Initial Stress on Space Truss, Proceedings of 7th international conference on advances in steel structures. Nanjing: 2012: 933-939.
Google Scholar
[7]
Zhang Shen, in: Research on Analysis Method for Limited Capacity and Damage Immunity of Spatial Latticed Structrues, Wuhan University, (2009).
Google Scholar
[8]
Ding Yang, Qi Ling and Yang lülei, in: Ultimate Bearing Capacity Analysis of Single Layer Latticed Shell with Initial Imperfection Considering Member Buckling, Journal of Tianjin University, 2011, 44(12): 1070-1074.
Google Scholar
[9]
Zhang Shen, Du Xinxi and Wan Jinguo, in: Property analysis of grids structures with random manufacturing deviation, Journal of Civil, Architectural & Environmental Engineering, 2009, 32(2): 8-12.
Google Scholar