Karoumi R. Some modeling aspects in the nonlinear finite element analysis of cable supported bridges [J]. Computers & Structures, 1999, 71(4): 397―412.
Lou Rong, Luo Yaozhi, Zheng Junhua, et al. Tension control and multi-objective optimization of tensile cable net structure construction [J]. Journal of Zhejiang University (Engineering Science), 2011, 45(3): 539―543. (in Chinese)
Wei Jiandong, Xu Weiguo. Cable-pulley element to analyze pulley sliding on cable [J]. Acta Mechanica Sinica, 2005, 37(3): 322―328. (in Chinese)
[6]
Gong S F, Chen K, Chen Y, et al. Configuration analysis of deepwater S-lay pipeline [J]. China Ocean Engineering, 2011, 25(3): 519―530.
[7]
Morterollea S, Maurina B, Quiranta J, et al. Numerical form-finding of geotensoid tension truss for mesh reflector [J]. Acta Astronautica, 2012, 76: 154―163.
[8]
Greco L, Cuomo M. On the force density method for slack cable nets [J]. International Journal of Solids and Structures, 2012, 49(13): 1526―1540.
[9]
Rhode-Barbarigos L, Schulin C, Ali N B H. Mechanism-based approach for the deployment of a tensegrity-ring module [J]. Journal of Structural Engineering, ASCE, 2012, 138(4): 539―548.
[10]
Thai H T, Kim S E. Nonlinear static and dynamic analysis of cable structures [J]. Finite Elements in Analysis and Design, 2011, 47(3): 237―246.
[11]
Irvine H M. Cable Structures [M]. Cambridge: MIT Press, 1981: 43―46, 150―155.
[12]
Yang Y B, Tsay J Y. Two-node catenary cable element with rigid-end effect and cable shape analysis [J]. International Journal of Structural Stability and Dynamics, 2011, 11(3): 563―580.
Chen Taicong, Ma Haitao, Su Cheng. Study on high-accuracy and non-iteration methods for determining static status of a cable [J]. Engineering Mechanics, 2013, 30(3): 244―250. (in Chinese)
[15]
Knudson W C. Static and dynamic analysis of cable net structures [D]. Berkeley: University of California, 1971.
[16]
Ernst H J. Der E-Modul von seilen unter berücksichtigung des durchhanges [J]. Der Bauingenieur, 1965, 40(2): 52―55.
[17]
Tang J M, Shen Z Y, Qian R J. A nonlinear finite element method with five-node curved element for analysis of cable structures [C]// Proceedings of IASS International Symposium, 1995, 2: 929―935.
Hu Song, He Yanli, Wang Zhaomin. Nonlinear analysis of flexible cable structures using the finite element method [J]. Engineering Mechanics, 2000, 17(2): 36―43. (in Chinese)
[20]
O’Brien W T, Francis A J. Cable movements under two-dimensional loads [J]. Journal of Structural Engineering, ASCE, 1964, 90(ST3): 89―123.
[21]
Peyrot A H, Goulois A M. Analysis of cable structures [J]. Computers & Structures, 1979, 10: 805―813.
[22]
Jayaraman H B, Knudson W C. A curved element for the analysis of cable structures [J]. Computers & Structures, 1981, 14(3): 325―333.
[23]
Andreu A, Gil L, Roca P. A new deformable catenary element for the analysis of cable net structures [J]. Computers & Structures, 2006, 84(29/30): 1882―1890.
Liang Peng, Xu Yue, Liu Yongjian. Unified analysis theory of cable stay and its applications [J]. Journal of Architecture and Civil Engineering, 2006, 23(1): 68―77. (in Chinese)
Yuan Si, Cheng Daye, Ye Kangsheng. Exact element method for form-finding analysis of cable structures [J]. Journal of Building Structures, 2005, 26(2): 46―51. (in Chinese)
[28]
Crisfield M A. Nonlinear Finite Element Analysis of Solids and Structures, vol. 2 [M]. Chichester: John Wiley & Sons, 1997: 242―243.
