考虑土-结构相互作用的隔震结构楼层反应谱分析(英文)  

Floor Response Spectra Analysis of Base-isolated Structure Considering Soil-structure Interaction

作　　者：曾奔[1] 周福霖[2] 徐忠根[2] 

机构地区：[1]西安建筑科技大学,西安710055 [2]广州大学工程抗震研究中心,广州510405

出　　处：《科学技术与工程》2008年第14期3852-3857,共6页Science Technology and Engineering

基　　金：科技部重大基础研究前期研究专项(2004CCA03300)资助

摘　　要：非结构构件常在大震甚至中小地震中发生损坏或中断工作,造成巨大损失。目前主要是通过建立楼层反应谱来考虑非结构构件的安全和运作。通过模态分析对隔震体系进行解耦,并考虑与地基土相互作用的条件下,推导出非结构构件的运动方程,从而建立楼层反应谱,并对不同性质的地基土、隔震装置和非结构构件中不同阻尼比对楼层响应的影响进行分析。结果表明,增加隔震装置并不一定能减小非结构构件的地震响应,对阻尼比较小且周期较长的非结构构件来说反而是不利的。Non-structure components （NSCs） were damaged or interrupted operation under strong earthquake e- ven medium-small earthquake, which caused great economic lost. Generating floor response spectra is the practical method to examine the seismic safety and normal operation of NSCs. Mode analysis is carried out for decoupling the base-isolated system, then the NSCs motion equation by considering the soil-structure interaction is derived and the floor response spectra is also generated. Moreover, the effect of soil characteristic, base-isolated device and differ- ent damping ratio of NSCs are further studied. Results show that the use of base-isolated device does not necessary decrease the seismic response of NSCs; oppositely, it＇s harmful for NSCs while the damping is relatively low and the period is relatively long.

关 键 词：土-结构相互作用 基础隔震 楼层反应谱 

分 类 号：TU352.12[建筑科学—结构工程]