Dynamic characteristics of long-span cable-stayed bridges using carbon fiber composite cable

Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science)

Volumn 39, Issue 5, 2005, Pages 728-733

  Xie, Xu ^a   Kao, Chin Sheng ^b   Kou, Chang Huan ^c   Huang, Jian Yuan ^d  

^a ZHEJIANG UNIVERSITY   (China)

^b TAMKANG UNIVERSITY   (Taiwan)

^c CHUNG HUA UNIVERSITY   (Taiwan)

^d NINGBO UNIVERSITY   (China)

Author keywords

Cable stayed bridge; Carbon fiber composite cable; Dynamic characteristic; Inter resonance

Indexed keywords

CARBON FIBERS; DYNAMIC MECHANICAL ANALYSIS; MACHINE VIBRATIONS; MATRIX ALGEBRA; NUMERICAL METHODS;

CARBON FIBER COMPOSITE CABLE; DYNAMIC CHARACTERISTIC; INTER RESONANCE; MODAL DAMPING RATIO;

CABLE STAYED BRIDGES;

EID: 21444439804     PISSN: 1008973X     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (14)

1. NAGAI M, ISHIDA T, XIE X, et al. Minimum girder with ensuring safety against static and dynamic instabilities of long-span cable-stayed bridges under wind load [J]. Journal of Structural Engineering, 1998, 44A: 1191-1198.
2. XIE X, NAGAI M, YAMAGUCHI H. Ultimate strength analysis of long-span cable-stayed bridges [J]. Journal of Structural Mechanics and Earthquake Engineering, 1998, 598/I-44: 171-181.
3. KONNO S, NORO T, YAMAZAKI S, et al. Material properties of carbon fiber cables for cable supported bridges [J]. Bridge and Foundation Engineering, 1999, 99(9): 29-32.
4. TAKE N, HIGASHINO T, MATSUMURA T, et al. Study on aerodynamic stability and preliminary design of dual cable suspension bridges using advanced composites [J]. Transactions of the Japan Society for Computational Engineering and Science, 1999, (1): 89-94.
5. MEI Kui-hua, LU Zhi-tao. Application prospect of CFRP to super length suspension bridge and cable-stayed bridge [J]. Bridge Constructer, 2002, (2): 75-78.
6. XIE Xu. Instability of long-span cable-stayed bridges under carbon fiber composite cable [A]. Proceedings of China Civil Engineering in Traffic and Construction Achievement [C]. Chengdu: Sichuan Press of Science and Technology, 2003: 436-440.
7. KOU Chang-huan, XIE Xu, KAO Chin-sheng, et al. Static behavior of long-span cable-stayed bridges using carbon fiber composite cable [J]. Journal of Zhejiang University: Engineering Science, 2005, 39(1): 137-142.
8. FUJIWARA T, TAMAKOSHI T, UEDA T, et al. Characteristics of vibration of complex multi-cable stayed bridge [J]. Journal of Structural Engineering, 1993, 39A: 831-839.
9. MANABE Y, YAMAGUCHI K, SASAKI N. Field vibration test of the Tatara bridge [J]. Bridge and Foundation Engineering, 1999, 99(5): 27-30.
10. NAMITA Y. Basis and application of cable and space structures [M]. Tokyo: Maruzen, 1999.
11. YAMAGUCHI H, ITO M. Mode-dependence of structural damping in cable-stayed bridges [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997, 72: 289-300.
12. INOUE K, SUGIMOTO H, MORISHITA K, et al. Study on additional mass to the cable-stayed bridge as a countermeasure against great earthquake [J]. Journal of Structural Mechanics and Earthquake Engineering, 2002, 703/I-59: 29-38.
13. NAGAI M, NII J, KAWABATA O. Three dimensional dynamic analysis of cable-stayed bridges including cable local vibration [A]. Proceeding of 4th East Asia-Pacific Conference on Structural Engineering and Construction [C]. Seoul: [s.n.], 1993: 1845-1850.
14. Japan road association. Part V: Seismic design. Design specifications of highway bridges [S]. Tokyo: Maruzen, 1996.