中间层减震结构地震影响实例分析

英文篇名：Analysis of Earthquake Impacts on the Mid-story Vibration Reduction of Structures
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：白举科 ; 陈龙珠 ; 赵荣欣
英文作者：Bai Ju-ke~(1 ; 3) ; Chen Long-zhu~1 ; Zhao Rong-xin~2 (1.IESDP ; School of Naval Architecture ; Ocean and Civil Engineering ; Shanghai Jiaotong University ; Shanghai 200240 ; China ; 2.Shanghai Research Institute of Building Sciences ; Shanghai 200030 ; China ; 3.Liaoning Technical University ; Fuxin 123000 ; China)
中文关键词：中间层减震 ; 叠层橡胶支座 ; 基底隔震
英文关键词：mid-story vibration reduction ; vibration-reducing bearing ; base isolation
出版日期：2007-06-28
机构：上海交通大学船建学院安全与防灾工程研究所,上海交通大学船建学院安全与防灾工程研究所,上海市建筑科学研究院上海200240,辽宁工程技术大学,辽宁阜新123000,上海200240,上海200030
年：2007
期：03
出版单位：工程抗震与加固改造

摘要

用直接积分方法得到了减震支座在结构中不同位置时的结构动力特性和地震反应,分析了减震支座位置变化对结构输入地震作用和动力反应的影响。实例计算结果表明,减震支座对其上下部分的隔震与减震并不是总起作用;刚度恒定与刚度折减情况相比,支座层最大位移变化规律有显著不同;无支座层的一般楼层层间最大侧移总是比普通结构小。
Direct integration Algorithm is applied to obtain the dynamic properties and seismic responses of structures with bearings above different stories.The effects, which are caused by variation of situations of vibration-reducing bearings,on the seismic actions and dynamic responses of the structures are also analyzed.Calculated results of the examples indicate that the vibration-reducing bears do not always isolate the upper part or reduce the vibration of the lower parts.Compared the constant stiffness structures to reduced stiffness ones,we find that the varying law of the maximum displacements of the bearings are quite different from each other and the maximum displacements of the stories without bearings are always less than that of the ordinary structure.

引文

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