基础摩擦滑移隔震结构地震反应的计算分析

Computational Analysis on the Seismic Response Analysis of Structures with Base Friction Sliding Isolation

本文研究了摩擦滑移基础隔震结构的分析模型及运动方程。并以试验框架结构为原型,使用层间剪切计算模型计算软件进行计算分析,分析结果表明摩擦滑移基础隔震结构有效地降低了结构的加速度反应、层间位移反应,隔震效果良好。

This article investigates the analysis model in combination with equations of motion which is not only based on the friction and sliding, but also the structure of the isolation. The original model is test frame structure, which uses interlaminar shear model calculation software to calculate and analyze. As a result, it indicates that the friction and sliding base isolation structure decreases the structure of the acceleration response and displacement response between the layers effectively, and it is distinguished in isolation effect.