Baseline FE model to revise cable forces in Runyang cable-stayed bridge

被引：0
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作者：
Li, Jianhui [1 ]
Li, Aiqun [1 ]
Miao, Changqing [1 ]
Fei, Qingguo [1 ]
机构：
[1] Key Laboratory of Concrete and Prestressed Concrete Structures, Southeast University, Nanjing 210096, China
来源：
Dongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Southeast University (Natural Science Edition) | 2007年 / 37卷 / 02期
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页码：266 / 269
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