Fujino Y, Kimura K. Cables and cable vibration in cable-supported bridge [C]. Proceedings of International Seminar on Cable Dynamics, Technical Committee on Cable Structures and Wind, Japan Association for Wind Engineer, 1997: 1―11.
[2]
Yamaguchi H. Fundamentals of cable dynamics [C]. Proceedings of International Seminar on Cable Dynamics, Technical Committee on Cable Structures and Wind, 1997: 81―94.
[3]
Kovács I. Zur frage der seilschwingungen und der seildampfung [J]. Die Bautechnik, 1982, 59(10): 325―332.
[4]
Tagata G. Harmonically forced finite amplitude vibration of a string [J]. Journal of Sound and Vibration, 1997, 51(4): 483―492.
[5]
Takahashi K. Dynamic stability of cables subjected to an axial periodic load [J]. Journal of Sound and Vibration, 1991, 144(2): 323―330.
[6]
Lilien J L, Pinto Da Costa. Vibration amplitudes caused by parametric excitation of cable stayed structures [J]. Journal of Sound and Vibration, 1994, 174(1): 69―90.
[7]
李国豪. 桥梁结构稳定与振动[M]. 北京: 中国铁道出版社, 1996: 457―463. Li Guohao. Stability and vibration of bridge structure [M]. Beijing: China Railway Press, 1996: 457―463. (in Chinese)
[8]
陈水生, 孙炳楠, 胡隽. 斜拉索受轴向激励引起的面内参数振动分析[J]. 振动工程学报, 2002, 15(2): 144―150. Chen Shuisheng, Sun Bingnan, Hu Jun. Analysis of stayed-cable vibration caused by axial excitation [J]. Journal of Vibration Engineering, 2002, 15(2): 144―150. (in Chinese)
[9]
Laura PAA, Maurizi M J. Comments on “Dynamic stability of cables subjected to an axial periodic load” [J]. Journal of Sound and Vibration, 1992, 155(1): 189.
[10]
Wu Q, Takahashi K, Nakamura S. Nonlinear vibrations of cables considering loosening [J]. Journal of Sound and Vibration, 2003, 261(3): 385―402.
[11]
Wu Q, Takahashi K, Nakamura S. Nonlinear response of cables subject to periodic support excitation considering cable loosening [J]. Journal of Sound and Vibration, 2004, 271(1/2): 453―463.
[12]
Yamaguchi H, Ito M. Linear theory of free vibrations of an inclined cable in three dimensions [J]. Proceedings of the Japan Society of Civil Engineers, 1979, 286: 29―38.
[13]
Triantafyllou M S. The dynamics of taut inclined cables [J]. Quarterly Journal of Mechanics and Applied Mathematics, 1984, 37(3): 421―440.
[14]
吴庆雄, 陈宝春. 塔桅结构的斜索面内固有振动计算的修正Irvine方程[J]. 工程力学, 2007, 24(4): 18―23. Wu Qingxiong, Chen Baochun. Modified Irvine equations for in-plane natural vibrations of inclined cables in tower and guyed mast structures [J]. Engineering Mechanics, 2007, 24(4): 18―23. (in Chinese)
[15]
吴庆雄, 王文平, 陈宝春. 索梁结构非线性振动有限元分析[J]. 工程力学, 2013, 30(2): 347―354, 382. Wu Qingxiong, Wang Wenping, Chen Baochun. Finite element analysis for nonlinear vibration of cable-beam structure [J]. Engineering Mechanics, 2013, 30(2): 347―354, 382. (in Chinese)
[16]
Ames W F. Numerical methods for partial differential equations [M]. 2nd ed. New York, Academic Press, 1977: 19―23.
[17]
Irvine H M. Cable structures [M]. Dover Publications, In., New York: The Massachusetts Institute of Technology Press, 1981: 43―47.
