Wind-resistant analysis of long-span rigid frame bridge with high pier during construction

被引：0
|
作者：
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China [1 ]
不详 [2 ]
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来源：
Tongji Daxue Xuebao | 2007年 / 2卷 / 166-170期
关键词：
Bridges - Construction - Dynamic response - Stability - Testing - Wind effects - Wind tunnels;
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页码：166 / 170
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