Author:
Zhang Xinjun,Xiang Haifan,Sun Bingnan
Subject
Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering
Reference18 articles.
1. Wind-induced nonlinear lateral–torsional buckling of cable-stayed bridges;Boonyapinyo;J. Struct. Eng. ASCE,1994
2. T. Miyata, H. Yamada, K. Kazama, On application of the direct flutter FEM analysis for long-span bridges, Proceedings of the Ninth International Conference on Wind Engineering, Vol. II, New Delhi, India, 1995, pp. 1033–1041.
3. N.N. Dung, T. Miyata, H. Yamada, Flutter response in long-span bridges with wind-induced displacement by the mode tracing method, J. Wind Eng. Indust. Aerodyn. 77–78 (1998).
4. Aerodynamic flutter analysis of cable-supported bridges by multi-mode and full-mode approaches;Ge;J. Wind Eng. Indust. Aerodyn.,2000
5. Aerodynamic flutter analysis of suspension bridges by a modal technique;Agar;Eng. Struct.,1989
Cited by
61 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