[1] WU M E, WANG X. Experimental and numerical studies on the ponding of ETFE foil structures [J].Progress in Steel Building Structures, 2012, 14(4): 18-21 (in Chinese).
[2] BOWN A, MAKIN T. Comparison of membrane structure ponding behaviour; uniformly applied water loads vs. steady state water flow conditions [C]//IASS Annual Symposia. Hamburg: IASS, 2017: 1-10.
[3] QING Q, GONG J H. Test study and numerical simulation of deflation process of an air-supported membrane structure [J]. Advances in Structural Engineering, 2015, 18(6): 761-774.
[4] QING Q, GUO X, GONG J H, et al. Structural behavior of joined hemispherical-cylindrical air-supported membrane structure under vertical loading deflation[J]. Advances in Structural Engineering, 2020, 23(3):549-564.
[5] WU M E, LIU J M, ZHANG Q L. Experimental study on ETFE foil cushion [J]. Journal of Building Structures, 2008, 29(6): 126-131 (in Chinese).
[6] GONG J H, YANG X Y, ZHANG Z Z, et al. Theoretical analysis and experimental study of an air in- flated membrane structure [J]. Journal of Zhejiang University-SCIENCE A, 2010, 11(1): 25-33.
[7] CHEN Y F, CHEN W J, WANG L G, et al. Analysis and test of the inflatable tubes of ETFE foils J]. Applied Mechanics and Materials, 2013, 351/352: 892-896.
[8] CHANG C C, JI Y F. Flexible videogrammetric technique for three-dimensional structural vibration measurement [J]. Journal of Engineering Mechanics, 2007, 133(6): 656-664.
[9] JI Y F, CHANG C C. Nontarget stereo vision technique for spatiotemporal response measurement of line-like structures [J]. Journal of Engineering Mechanics, 2008, 134(6): 466-474.
[10] SUN W, DONG E L, XU M, et al. Tensile test of membrane materials using digital image correlation method [C]//Proceedings of SPIE, 2007, 6423: 64234G.
[11] MURIENNE B J, NGUYEN T D. A comparison of 2D and 3D digital image correlation for a membrane under inflation [J]. Optics and Lasers in Engineering, 2016, 77: 92-99.
[12] JI X M, KONG X J, ZOU D G, et al. Measurement of membrane penetration in triaxial specimen through digital image correlation [J]. Acta Geotechnica, 2021, 16(1): 1-19.
[13] CHEN W J, ZHAO B, HE Y, et al. Experiments on mechanical behavior and performance of ETFE cushion under low temperature environment [C]//5th International Conference on Textile Composites and Inflatable Structures. Barcelona: CIMNE, 2011: 1-18.
[14] LI D, ZHENG Z L, LIU C Y, et al. Dynamic response of rectangular prestressed membrane subjected to uniform impact load [J]. Archives of Civil and Mechanical Engineering, 2017, 17(3): 586-598.
[15] LI D, LAI Z, LIU C, et al. Random vibration of pretensioned rectangular membrane structures under heavy rainfall excitation [J]. Thin-Walled Structures, 2021, 164: 107856.
[16] YE J H, FENG R Q, ZHOU S L, et al. The modified force-density method for form-finding of membrane structures [J]. International Journal of Steel Structures, 2012, 12(3): 299-310.
[17] KOOHESTANI K. Nonlinear force density method for the form-finding of minimal surface membrane structures [J]. Communications in Nonlinear Science and Numerical Simulation, 2014, 19(6): 2071-2087.
[18] YANG Q S, TAN F, WANG X F. Loading and wrinkling analysis of membrane structures [J]. Science China Technological Sciences, 2011, 54(10): 2597-2604.
[19] YANG Y, QIAN S S, GONG J H, et al. Design method for precise-forming of air-supported structures considering weld seams [J]. Thin-Walled Structures, 2019, 145: 106397.
[20] ZHAO B, CHEN W J, HU J, et al. Experimental investigation on forming design methods of ETFE cushion [C]//7th International Conference on Textile Composites and Inflatable Structures. Barcelona: CIMNE, 2015: 177-188.
[21] CHEN W J. Design of membrane structure engineering [M]. Beijing: China Building Industry Press, 2005 (in Chinese).
[22] BARTLE N J, GOSLING P. Numerical formulations for the prediction of deformation, strain and stress of un-patterned ETFE cushions [J]. Computers, Materials and Continua, 2010, 20(1): 19-62.
[23] GU L, WANG P, CHEN S P, et al. Experimental study and FEA of ETFE cushion [J]. Journal of Building Structures, 2012, 33(5): 46-52 (in Chinese).
[24] ZHANG Q L, LI D L. Modular structural health monitoring system for large span spacial structures[C]//2010 Second World Congress on Software Engineering. Wuhan: IEEE, 2010: 152-155.
[25] JIN S W, OHMORI H. Development of membrane stress measurement equipment for membrane structures: Proposal of measuring method and its experimental verification [J]. Measurement Science and Technology, 2011, 22(11): 115704.
[26] ZHAO B, CHEN W J, HU J H, et al. An innovative methodology for measurement of stress distribution of inflatable membrane structures [J]. Measurement Science and Technology, 2016, 27(2): 025002.
[27] WANG S S, ZHANG X Y, QIU G Z, et al. A numerical model to analyze response of membrane surface under ponding load [J/OL]. Journal of Shanghai Jiao Tong University, 2022. https://doi.org/10.16183/j.cnki.jsjtu.2021.152 (in Chinese).
[28] GONG J H, QIU G Z. Design and development of membrane structure design system SMCAD [C]//10th Conference on Spatial Structures. Beijing: China Civil Engineering Society, 2002: 307-314 (in Chinese).
[29] XIANG Y. Comparison between the membrane structure design software MCAD and the foreign software EASY [J]. Building Technique Development, 2000, 27(6): 15-18 (in Chinese).
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