- 期刊
Static Instability Analysis of Long-Span Cable-Stayed Bridges with Carbon Fiber Composite Cable under Wind Load
並列摘要
In this paper, a three dimensional analysis is performed to investigate the static instability of long-span cable-stayed bridges due to wind loading. Cables made of carbon fiber composite cable (CFCC) are studied. Nonlinearity due to displacement-dependent wind loading is considered. A 1400-meter cable-stayed bridge model is used to investigate the static behavior of bridges with both steel and CCFC cable. The static instability of the bridges, both after completion as well as under construction, is considered. This study concludes that the static stability of CFCC long-span cable-stayed bridges simulates that of steel cable-stayed bridges. It is also shown that the instability phenomenon occurs when the wind attack angle acting on the girder exceeds 5 degrees.
延伸閱讀
- 蕭紋欣（2007）。Study of Aerodynamic Behavior of Cable-Stayed Bridge Using Field Measurements〔碩士論文，淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2007.00305
- 黃明慧（2005）。Study of Aerodynamic Stability of Curved Cable-Stayed Bridges〔碩士論文，淡江大學〕。華藝線上圖書館。https://doi.org/10.6846/TKU.2005.00530
- Xiong, H., & Li, Y. (2022). Seismic Response Analysis of Large Span Cable‐stayed Bridge. World Scientific Research Journal, 8(10), 52-57. https://doi.org/10.6911/WSRJ.202210_8(10).0008
- 蕭蕙萍（2012）。Spectral Analysis of Cable-Stayed Bridges under Seismic Loads〔碩士論文，中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201200902
- 宋裕祺、王俊穎、張英發（2015）。Study on Structural Analysis of Cantilever Erection Process for Cable-Stayed Bridges。結構工程，30(2)，5-22。https://doi.org/10.6849/SE.201506_30(2).0001