正文
《结构与土木工程前沿(英文)》 >> 2019年 第13卷 第4期 doi: 10.1007/s11709-018-0509-z
Experimental research on the multilayer compartmental particle damper and its application methods on long-period bridge structures
Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100124, China
摘要
关键词
energy dissipation devices ; multilayer compartmental particle damper ; self-anchored suspension bridges ; shaking tables test ; long-period structure ; seismic control
正文