Aerodynamic stability of cable-supported bridges using CFRP cables

Journal of Zhejiang University: Science A

Volumn 8, Issue 5, 2007, Pages 693-698

  Zhang, Xin Jun ^a   Ying, Lei Dong ^a  

^a ZHEJIANG UNIVERSITY OF TECHNOLOGY   (China)

Author keywords

Aerodynamic stability; Cable supported bridges; Carbon fiber reinforced polymer (CFRP) cable

Indexed keywords

AERODYNAMICS; BRIDGE CABLES; CARBON FIBER REINFORCED PLASTICS; DIMENSIONAL STABILITY; STRUCTURAL DESIGN; SUSPENSION BRIDGES; WIND EFFECTS;

AERODYNAMIC STABILITY; AXIAL STIFFNESS; CARBON FIBER REINFORCED POLYMERS (CFRP); STEEL CABLES; WIND STABILITY;

CABLE STAYED BRIDGES;

EID: 34247641281     PISSN: 10093095     EISSN: 18621775     Source Type: Journal    
DOI: 10.1631/jzus.2007.A0693     Document Type: Article

References (15)

1. Chen, A.R., Song, J.Z., 2000. Wind-resistant Study on the Runyang Bridge over the Yangtze River. Research Report of Tongji University, Shanghai, China (in Chinese).
2. Cheng, S.H., 1999. Structural and Aerodynamic Stability Analysis of Long-span Cable-stayed Bridges. Ph.D Thesis, Carleton University, Ottawa, Canada.
3. Fang, M.S., Xiang, H.F., 1999. Aerostatic behavior of large-span suspension bridge with advanced composite cables. Journal of Chongqing Jiaotong University, 18(3):1-6 (in Chinese).
4. Kao, C.S., Kou, C.H., 2005. Study on the long-span cable-stayed bridges with cable fiber composite cables. Asia Pacific Review of Engineering Science and Technology, 3:297-318.
5. Kao, C.S., Kou, C.H., Xie, X., 2006. Static instability analysis of long-span cable-stayed bridges with carbon fiber composite cable under wind load. Tamkang Journal of Science and Engineering, 9(2):89-95.
6. Kou, C.H., Xie, X., Gao, J.S., Huang, J.Y., 2005. Static behavior of long-span cable-stayed bridges using carbon fiber composite cable. Journal of Zhejiang University (Engineering Science), 39(1): 137-142 (in Chinese).
7. Kremmidas, S.C., 2004. Improving Bridge Stay Cable Performance Under Static and Dynamic Loads. Ph.D Thesis, University of California, San Diego, America.
8. Meier, U., 1992. Carbon fiber reinforced polymers: modern materials in bridge engineering. Structural Engineering International, IABSE, 1:7-12.
9. Meier, U., Meier, M., 1996. CFRP finds in cable support for bridges. Modern Plastics, 26:87-89.
10. Noisternig, J.F., 2000. Carbon fiber composites as stay cables for bridges. Applied Composite Materials, 7(2/3): 139-150. [doi:10.1023/A:1008946132034]
11. Nonuaki, T., Tadao, H., Tatsuya, M., Nobuo, N., 1999. Study on aerodynamic stability and preliminary design of dual cable suspension bridges using advanced composites. Transactions of the Japan Society for Computational Engineering and Science, JSCES, 1:89-94.
12. Song, J.Z., 1998. Wind-resistant Study on the Jinsha Bridge over the Yangtze River. Research Report of Tongji University, Shanghai, China (in Chinese).
13. Xiang, H.F., Ge, Y.J., 2002. Refinements on aerodynamic stability analysis of super long-span bridges. Journal of Wind Engineering and Industrial Aerodynamics, 90(12-15):1493-1515. [doi:10.1016/80167- 6105(02)00266-0]
14. Xie, X., Gao, J.S., Kou, C.H., Huang, J.Y., 2005. Structural dynamic behavior of long-span cable-stayed bridges using carbon fiber composite cable. Journal of Zhejiang University (Engineering Science), 39(5):728-733 (in Chinese).
15. Zhang, X.J., Xiang, H.F., Sun, B.N., 2002. Nonlinear aerostatic and aerodynamic analysis of long-span suspension bridges considering wind-structure interactions. Journal of Wind Engineering and Industrial Aerodynamics, 90(9):1065-1080. [doi:10.1016/S0167-6105(02)00251-9]