[1] RUSSELL J C, LARDNER T J. Experimental determination of frequencies and tension for elastic cables [J]. Journal of Engineering Mechanics, 1998, 124(10): 1067-1072.
[2] 吴康雄,刘克明,杨金喜. 基于频率法的索力测试系统[J]. 中国公路学报,2006,19(2):62-66.
WU Kangxiong, LIU Keming, YANG Jinxi. Measuring system of cable tension based on frequency method [J]. China Journal of Highway and Transport, 2006, 19(2): 62-66.
[3] 姜建山,唐光武,梁华鹏,等. 基于频率法的索力测量系统设计[J]. 重庆交通大学学报(自然科学版),2015,34(5):25-28,154.
JIANG Jianshan, TANG Guangwu, LIANG Huapeng, et al. Design of cable tension measurement system based on vibration frequency method [J]. Journal of Chongqing Jiaotong University (Natural Science), 2015, 34(5):25-28,154.
[4] ZHENG G, KO J M, NI Y Q. Multimode-based evaluation of cable tension force in cable-supported bridges[C]//Smart Structures and Materials 2001. Berlin, USA: SPIE, 2001:511-522.
[5] CUNHA A, CAETANO E, DELGADO R. Dynamic tests on large cable-stayed bridge [J]. Journal of Bridge Engineering, 2001, 6(1):54-62.
[6] RICCIARDI G, SAITTA F. A continuous vibration analysis model for cables with sag and bending stiffness [J]. Engineering Structures, 2008, 30(5):1459-1472.
[7] 刘文峰,应怀樵,柳春图. 考虑刚度及边界条件的索力精确求解[J]. 振动与冲击,2003,22(4):12-14,25.
LIU Wenfeng, YING Huaiqiao, LIU Chuntu. Precise solution of cable tensile force in consideration of cable stiffness and its boundary conditions [J]. Journal of Vibration and Shock, 2003, 22(4): 12-14,25.
[8] HUMAR J L. Dynamics of Structures [M]. NJ, USA: Prentice Hall, 1990.
[9] ZUI H, SHINKE T, NAMITA Y. Practical formulas for estimation of cable tension by vibration method [J]. Journal of Structural Engineering, 1996, 122 (6): 651-656.
[10] 任伟新,陈刚. 由基频计算拉索拉力的实用公式[J]. 土木工程学报,2005,38(11):26-31.
REN Weixin, CHEN Gang. Practicalformulas to determine cable tension by using cable fundamental frequency [J]. China Civil Engineering Journal, 2005, 38(11): 26-31. |