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II型SMA-橡胶隔震支座及其理论模型
引用本文:李党,薛素铎,庄鹏.II型SMA-橡胶隔震支座及其理论模型[J].世界地震工程,2006(4).
作者姓名:李党  薛素铎  庄鹏
作者单位:北京工业大学建筑工程学院 北京100022
基金项目:北京市自然科学基金项目(8042008),北京市教委科技发展计划项目(Km200310005021)
摘    要:将形状记忆合金(SMA)索与普通叠层橡胶垫复合可以形成具有滞回阻尼性能的SMA-橡胶隔震支座。在原SMA-橡胶支座(I型)的基础上,在支座中增加弹簧改善SMA耗能拉索的功能,设计了II型SMA-橡胶支座,建立了支座的理论模型。通过数值计算详细考察了此种支座的工作特性,并与Ⅰ型SMA-橡胶支座的性能进行了对比。

关 键 词:SMA-橡胶支座  隔震  振动控制

Type II SMA-rubber bearing and its theoretical model
LI DangXUE Su-duoZHUANG Peng.Type II SMA-rubber bearing and its theoretical model[J].World Information On Earthquake Engineering,2006(4).
Authors:LI DangXUE Su-duoZHUANG Peng
Abstract:The SMA-rubber bearing with hysteretic damping is initially developed by incorporating SMA wires and laminated rubber pad.Based on the existing SMA-rubber bearing(type I),type II SMA-rubber bearing is designed by adding spring elements which are used to improve the functions of SMA wires.A theoretical model of type II SMA-rubber bearing is established.By numerical simulation,the working behavior of type II SMA-rubber bearing is discussed in detail and is compared to that be exhibited by type I SMA-rubber bearing.
Keywords:SMA-rubber bearing  seismic isolation  vibration control
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