摘要
用作者导出的大跨径悬索非线性桥静风稳定性方法 ,编制相应的计算程序 ,对主跨 1385m的江阴长江大桥的静风稳定性进行参数分析与比较 。
In this paper, a kind of method of aerostatics stability analyses for suspension bridges is presented. Then parametric analyses on aerostatics stability for suspension bridges are carried out. Main parameters that affect aerostatics stability of suspension bridges are pointed out.
出处
《公路交通科技》
EI
CAS
CSCD
北大核心
2001年第2期29-32,共4页
Journal of Highway and Transportation Research and Development
基金
国家自然科学基金资助项目! (5989541 0 )
