地震振动台
结构工程
机制(生物学)
剪力墙
加速度
流离失所(心理学)
粘性阻尼
阻尼器
工程类
动态试验
阻尼比
岩土工程
振动
物理
声学
经典力学
心理学
量子力学
心理治疗师
作者
Feng Shang,Wenguang Liu,Qiang Zhang,Hao Xu,Yan Guo
标识
DOI:10.1016/j.engstruct.2023.115974
摘要
Methods to improve the damping efficiency of dampers have been widely investigated. This study introduces a shaking table test on a viscous damping wall (VDW) with a displacement amplification mechanism. A mechanical model was developed and validated using a model test. Then, shaking table tests were conducted on five-story steel frames equipped with an VDW and a viscous damping wall with amplification mechanism (AVDW). The AVDW was confirmed to be effective in mitigating the structural acceleration, inter-story displacement, and shear forces. Finally, a numerical simulation of a seven-story structure was performed to characterise the seismic behaviour of the AVDW system. By comparing the structural responses and performance state, the efficiency of the AVDW in mitigating the structural responses and improving seismic safety was confirmed.
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