摘要
通过运用非线性空气静力稳定理论及程序系统，对超大跨径悬索桥领域的空气静力行为展开了初步的分析与比较，获得了一些重要的结论．本文研究旨在为今后超大跨径桥梁的静力抗风设计提供参考．
In order to give a valuable referrence to wind resistance design of super long span,nonlinear aerostatic stability theory and program have been applied to analysis on super long span suspension in this paper.Through analysing and comparing the whole process of wind velocity increasing of the bridge models,some important conclusions are obtained.
出处
《重庆交通学院学报》
CAS
1999年第2期1-7,12,共8页
Journal of Chongqing Jiaotong University
基金
国家自然科学基金
关键词
超大跨径桥梁
静力抗风设计
悬索桥
super long span suspension bridges
nonlinear aerostatics stability theory
wind resistance design of bridge
program system
aerodynamic stability of bridge
