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SMA复合支座-巨型框架结构体系减震效果分析
Damping effect analysis of mega-frame structure based on SMA compound bearing
【摘要】 在研究形状记忆合金(SMA)绞线-叠层橡胶复合支座基础上,本文提出了SMA复合支座-巨型框架减震结构体系,建立了SMA复合支座-巨型框架减震结构体系的计算模型和运动方程,研究了该结构的动力反应特性,并将其与普通巨型框架结构、应用普通橡胶支座巨型框架结构进行了非线性时程对比分析。结果表明,SMA复合支座-巨型框架减震结构体系能有效地减小结构的地震响应,同时避免了地震时主次结构之间产生碰撞破坏。
【Abstract】 This paper introduces a new mega-frame structure with an SMA compound bearing on the basis of SMA wire-laminated rubber combined bearings research.We built the calculation model,formulated the motion equation and studied the dynamic characteristics.In addition,we made a comparison between the common mega-frame and the mega-frame with a common rubber bearing by nonlinear time-history buffeting analysis.The results show that this structure system could effectively reduce the seismic response of the structure and prevent the colliding damage to the main structure and the sub-structure during earthquakes.
【Key words】 SMA compound bearing; mega-frame; time-history analysis; damping effect;
- 【文献出处】 地震工程与工程振动 ,Journal of Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2008年06期
- 【分类号】TU352.12
- 【被引频次】3
- 【下载频次】145