ZHENG Zhi
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;National Key Laboratory of Structural Dynamics of Bridge Engineering, China Merchants Chongqing Communications Technology Research and Design Institute Co., Ltd., Chongqing 400067, P. R. ChinaYANG Bo
School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. ChinaYUAN Pei
National Key Laboratory of Structural Dynamics of Bridge Engineering, China Merchants Chongqing Communications Technology Research and Design Institute Co., Ltd., Chongqing 400067, P. R. ChinaGENG Bo
National Key Laboratory of Structural Dynamics of Bridge Engineering, China Merchants Chongqing Communications Technology Research and Design Institute Co., Ltd., Chongqing 400067, P. R. China1.School of Civil Engineering, Chongqing University, Chongqing 400045, P. R. China;2.National Key Laboratory of Structural Dynamics of Bridge Engineering, China Merchants Chongqing Communications Technology Research and Design Institute Co., Ltd., Chongqing 400067, P. R. China
U417.1+2
Supported by Natural Science Foundation of Chongqing(CSTB2022NSCQ-MSX1658), and the Science and Technology plan project of Guizhou Province (Qiankehe Support (2022)026).
郑植,杨波,袁佩,耿波.