Equivalent wind loads of long-span arch bridges

被引：0
|
作者：
Yang, Yongxin [1 ]
Zhou, Rui [1 ]
Ge, Yaojun [1 ]
机构：
[1] State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai,200092, China
来源：
Tongji Daxue Xuebao/Journal of Tongji University | 2015年 / 43卷 / 04期
关键词：
Comprehensive evaluation - Equivalent wind - Long-span arch bridges - Segmental evaluation method - Vortex induced vibration;
D O I：
10.11908/j.issn.0253-374x.2015.04.002
中图分类号：
学科分类号：
摘要：
引用
收藏
页码：490 / 497
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