1 O'Brien T, Francis AJ. Cable movements under two dimensional loads. Journal of the Structural Divison, ASCE,1964, 90(3): 89-123
[2]
2 O'Brien T. General solution of suspended cable problems. Journal of the Structural Division, ASCE, 1967, 93(1): 1-26
[3]
3 Peyrot AH, Goulois AM. Analysis of cable structures. Computer and Structures, 1979, 10(5): 805-813
[4]
4 Jayaraman HB, Knudson WC. A curved element for the analysis of cable structures. Computer and Structures,1981, 14(3-4): 325-333
[5]
5 Ahmadi-Kassimali K, Bell A. The analysis of cables subject to uniformly distributed loads. Engineering Structures,1988, 3(10): 174-184
[6]
6 Jennings A. Disscussion of "cable movements under twodimensional loads". Journal of the Structural Division, ASCE, 1964, 91(1): 307-311
[7]
7 Irvine HM. Cable Structures. New York: MIT. Press, 1981
[8]
8 Irvine HM, Sinclair GB. The suspensioned elastic cable under the action of concentrated vertical loads. International Journal of Solids and Structures, 1976, 12(4): 309-317
[9]
9 张永水, 罗红, 王祖华. 温度对悬索桥空缆线形的影响分析. 重庆交通学院学报, 2005, 24(6): 21-24 (Zhang Yongshui, Luo Hong, Wang Zuhua. The analysis of temperature influence on empty shape of suspension bridge. Journal of Chongqing Jiaotong University, 2005, 24(6): 21-24 (in Chinese))
[10]
10 罗喜恒. 复杂悬索桥过程精细化分析研究. [博士论文]. 上海: 同济大学, 2004 (Luo Xiheng. Fine analysis of complicated suspension bridge during construction process. [PhD Thesis]. Shanghai: Tongji University, 2004 (in Chinese))
[11]
11 聂建国, 陈必磊, 肖建春. 悬链线索单元算法的改进. 力学与 实践, 2003, 25(4): 28-32 (Nie Jianguo, Chen Bilei, Xiao Jianchun. An improved algorithm for catenary cable element. Mechanics in Engineering, 2003, 25(4): 28-32 (in Chinese))
[12]
12 梁鹏. 超大跨度斜拉桥几何非线性及随机模拟分析. [博士论文]. 上海: 同济大学, 2004 (Liang Peng. Geometrical nonlinearity of super long span cable-stayed bridge and its random simulation. [PhD Thesis]. Shanghai: Tongji University,2004 (in Chinese))
[13]
13 潘永仁. 悬索桥的几何非线性静力分析及工程控制. [博士论文]. 上海: 同济大学, 1996 (Pan Yongren. Geometric nonlinear static analysis of suspension bridge and its construction control. [PhD Thesis]. Shanghai: Tongji University, 1996 (in Chinese))
[14]
14 唐茂林. 大跨度悬索桥空间几何非线性分析与软件开发. [博士 论文]. 成都: 西南交通大学, 2003 (Tang Maolin. Geometric nonlinear analysis of long-span suspension bridge and its software development. [PhD Thesis]. Chengdu: Southwest Jiaotong University, 2003 (in Chinese))
[15]
15 Huang Y, Lan W. Static analysis of cable structure. Applied Mathematics and Mechanics, 2006, 27(10): 1425-1430