参考文献/References:
[1] SUN Bin. Study on Structural Systems in Super-kilometer Cable Supported Bridge[D]. Shanghai: Tongji University, 2008.(in Chinese)
孙斌. 超千米级斜拉桥结构体系研究[D]. 上海: 同济大学, 2008.
[2] Choi D H, Na H S, Gwon S G, et al. A parametric study on the ultimate behaviors of multi-span suspension bridges[C]//Proceeding of 34th International Symposium on Bridge and Structural Engineering. Venice(Italy): IABSE, 2010: 54-61.
[3] Daniel R A, Dooren F J V, Meijer R H D. Comparison of a single and double main span suspension bridge for the Western Scheldt crossing[C]//Proceeding of the 34th International Symposium on Bridge and Structural Engineering. Venice(Italy): IABSE, 2010: 9-16.
[4] Ge Y J, Xiang H F. Extension of bridging capacity of cable-supported bridges using double main spans or twin parallel decks solutions[J]. Structure and Infrastructure Engineering, 2011, 7(7-8): 551-567.
[5] Jung J, Kim J, Baek J, et al. Practical design of continuous two main-span suspension bridge in Korea[C]// Proceeding of 34th International Symposium on Bridge and Structural Engineering. Venice(Italy): IABSE, 2010: 62-69.
[6] Yoshimura T, Kawahara M. Aerodynamic stability of large suspension bridge using cable frames[C]// Proceeding of the 34th International Symposium on Bridge and Structural Engineering. Venice(Italy): IABSE, 2010: 17-24.
[7] Niels J G. Cable Supported Bridges: Concept and Design[M]. New York: John Wiley, 1997: 1-5.
[8] TangMC. Evolutionof bridgetechnology [C]// Proceeding of IABSE Symposium. Weimar(Germany): IABSE, 2007: 38-48.
[9] Sun B, Chen J, Xiao R C. Preliminary design and parametric study of 1 400 m partially earth-anchored cable-stayed bridge[J]. Science China Technological Sciences, 2010, 53(2): 502-511.
[10] Zhang L W, Xiao R C, Xia R J. Mechanical analysis and study on structural parameter of partially earth-anchored cable-stayed bridge part one: mechanical analysis[J]. Applied Mechanics and Materials, 2011, 44-47:1898-1905.
[11] Zhang L W, Xiao R C, Xia R J. Mechanical analysis and study on structural parameter of partially earth-anchored cable-stayed bridge part two: parametric study[J]. Applied Mechanics and Materials, 2011, 44-47:1906-1912.
[12] Zhang L W, Xia R J. The reasonable finished dead state research of partially earth-anchored cable-stayed bridge[J]. Advanced Materials Research, 2011, 255-260:1319-1325.
[13] ZHANG Jian-min, XIAO Ru-cheng. First order optimization method for reasonable finished dead state of cable-stayed bridge[J]. Mechanics, 2004, 25(2): 297-303.(in Chinese)
张建民, 肖汝诚. 斜拉桥合理成桥状态确定的一阶分析方法[J]. 力学, 2004, 25(2): 297-303.
[14] DU Peng-juan, ZHANG Zhe, TAN Su-jie. Optimization of cable tension in reasonable finished state of cable-stayed bridges[J]. Journal of Highway and Transportation Research and Development, 2005, 22(7): 82-89.(in Chinese)
杜蓬娟, 张哲, 谭素杰. 斜拉桥合理成桥状态索力确定的优化方法[J]. 公路交通科技, 2005, 22(7): 82-89.
[15] LI Yi, YAN Dong-huang, LI Xue-wen. Research on the reasonable finished dead state of concrete cable-stayed bridges[J]. Journal of Chongqing Jiaotong University Natural Science, 2008, 27(6): 1017-1023.(in Chinese)
李熠, 颜东煌, 李学文. 混凝土斜拉桥合理成桥状态研究[J]. 重庆交通大学学报: 自然科学版, 2008, 27(6): 1017-1023.
[16] WANG Yong-an, LIU Shi-tong, TAN Hong-mei, et al. Theoretical study on optimization of cable force in cable-stayed bridge[J]. Highway, 2006, 5: 31-34.(in Chinese)
王永安, 刘世同, 谭红梅. 斜拉桥索力优化理论研究[J]. 公路, 2006, 5: 31-34.
[17] LIANG Peng, XIAO Ru-cheng, ZHANG Xue-song. Practical method of optimization of cable tensions for cable-stayed bridges[J]. Journal of Tongji University, 2003, 11(31): 1271-1274.(in Chinese)
梁鹏, 肖汝诚, 张雪松. 斜拉桥索力优化实用方法[J]. 同济大学学报, 2003, 11(31): 1271-1274.
[18] XIAO Ru-cheng, XIANG Hai-fan. Influence matrix method of cable tension optimization for cable-stayed bridges[J]. Journal of Tongji University, 1998, 26(3): 235-240.(in Chinese)
肖汝诚, 项海帆. 斜拉桥索力优化的影响矩阵法[J]. 同济大学学报, 1998, 26(3): 235-240.
[19] XIAO Ru-cheng, XIANG Hai-fan. Optimization method of cableprestressesofcable-stayedbridgesanditsengineering applications[J]. Chinese Journal of Computational Mechanics, 1998, 15(1): 118-125.(in Chinese)
肖汝诚, 项海帆. 斜拉桥索力优化及工程应用[J]. 计算力学学报, 1998, 15(1): 118-125.
[20] MIAO Jia-wu. Study for Design Theories of Superlong Span Cable-stayed Bridges[D]. Shanghai: Tongji University, 2006.(in Chinese)
苗家武. 超大跨度斜拉桥设计理论研究[D]. 上海: 同济大学, 2006.
[21] CHENG Bin, XIAO Ru-cheng. Non-linear programming method for main cables configuration calculation of self-anchored suspension bridge[J]. Journal of Shenzhen University Science and Engineering, 2008, 25(2): 140-145.(in Chinese)
程斌, 肖汝诚. 自锚式悬索桥主缆线形计算非线性规划方法[J]. 深圳大学学报理工版, 2008, 25(2): 140-145.