Pylon Shape Analysis of Cable-Stayed Bridges
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-13-0362-3_11
Reference16 articles.
1. Agrawal, T. P. (1997). Cable-Stayed Bridges-parametric study. Journal of Bridge Engineering, 2(2), 61–67.
2. Au, F. T. K., Cheng, Y. S., Cheung, Y. K., & Zheng, D. Y. (2000). On the determination of natural frequencies and mode shapes of cable stayed bridges. Applied Mathematical Modeling, 25(12), 1099–1115.
3. Chang, C. C., Chang, T. Y. P., & Zhang, Q. W. (2001). Ambient vibration of long-span Cable-Stayed Bridges. Journal of Bridge Engineering, 25(6), 46–53.
4. Reddy, P., Ghaboussi, J., & Hawkins, N. M. (1999). Simulation of construction of Cable-Stayed Bridges. Journal of Bridge Engineering, 63–68.
5. Shu, H.-S., & Wang, Y.-C. (2001). Stability analysis of box girder Cable-Stayed Bridges. Journal of Bridge Engineering, 63–68.
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献
1. Evaluating the Behavior of Architectural Pylons of Cable-Stayed Bridges;Lecture Notes in Civil Engineering;2024
2. Effect of Pylon Shapes on Seismic Response of a Long-Span Steel Box-Girder Cable-Stayed Bridge;Kocaeli Journal of Science and Engineering;2021-06-22
3. Analysis of the behaviour of Cable stayed bridge with different types of Pylon;E3S Web of Conferences;2021
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