摘要
介绍了粘弹性阻尼器的构造、减震原理及性能特征,阐述了装有粘弹性阻尼器结构的振动台试验、理论分析和设计方法,有关结论可供工程设计和深入研究参考。
Construction and performance of the viscoelastic damper and its theory for seismic response reduction are described in this paper. Some results obtained by shaking table tests and analytical simulation are given. Finally, the calculation theory and design method for structures with added viscoelastic dampers are introduced. The extracted conclusions can be referenced for engineering design and further study in this subject.
出处
《世界地震工程》
CSCD
1996年第1期23-31,共9页
World Earthquake Engineering
