《工程(英文)》 >> 2017年 第3卷 第6期 doi: 10.1016/j.eng.2017.06.001
用于预测涡振稳态振幅的箱梁竖向涡激力简化非线性模型
a State Key Laboratory of Disaster Reduction in Civil Engineering & Department of Bridge Engineering, College of Civil Engineering & Key Laboratory for Wind Resistance Technology of Bridges of Ministry of Transport, Tongji University, Shanghai 200092, China
b Shanghai Urban Construction Municipal Engineering (Group) Co., Ltd., Shanghai 200065, China
c Tongji Architectural Design (Group) Co., Ltd., Shanghai 200092, China
d Highway Planning, Survey, Design and Research Institute, Sichuan Provincial Transport Department, Chengdu 610041, China
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参考文献
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