INNOVATIVE DESIGN OF VISCOELASTIC DAMPERS FOR SEISMIC MITIGATION

被引:17
|
作者
TSAI, CS [1 ]
机构
[1] SUNY BUFFALO,DEPT CIVIL ENGN,BUFFALO,NY 14260
关键词
D O I
10.1016/0029-5493(93)90154-2
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 ; 082701 ;
摘要
In this paper, an advanced and more reliable design of viscoelastic dampers for seismic mitigation of high-rise buildings is presented. The innovative design of energy-absorbing devices has some advantages, compared to the classical design, as follows: one, the device is directly subjected to shear strains and forces due to story drifts; two, the device can support its own weight during normal operations, and maintain stable for large deformations during earthquakes; three, the device can reduce the responses of a structure to horizontal as well as vertical seismic loadings; and four, the device can also decrease the responses of the floor system of a building. In this study, a ten-story building is given as an example to express the merits obtained from the new system. Comparisons of the building equipped with classical and proposed devices of viscoelastic dampers are carefully studied. Numerical results show that the energy-absorbing capacity of the new device is superior to the classical one, especially for vertical vibrations.
引用
收藏
页码:165 / 182
页数:18
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