粘滞耗能支撑框架弹塑性地震时程分析

英文篇名：Studies on elastoplastic earthquake dynamic response time-history analysis of VEDB structure
中文刊名：燕山大学学报
英文刊名：Journal of Yanshan University
作者：张明莉 ; 李慧剑 ; 吴天河
英文作者：ZHANG Ming-li1 ; LI Hui-jian1 ; WU Tian-he1 (1. College of Architecture Engineering and Mechanics ; Yanshan University ; Qinhuangdao ; Hebei 066004 ; China)
中文关键词：耗能减震 ; 粘滞耗能支撑 ; 弹塑性动力时程分析
英文关键词：energy dissipation ; viscous energy dissipation brace ; elastoplastic dynamics time-history analysis
出版日期：2004-09-15
机构：燕山大学建筑工程与力学学院,燕山大学建筑工程与力学学院,燕山大学建筑工程与力学学院河北秦皇岛066004 ,河北秦皇岛066004 ,河北秦皇岛066004
年：2004
期：05
出版单位：燕山大学学报

摘要

利用粘滞阻尼器对工程结构进行减震是耗能减震方法中最有效的新型抗震技术之一。结构设计中通常是粘滞阻尼器与钢支撑串联形成粘滞耗能支撑,并将其附设于结构层框架柱之间。粘滞耗能支撑具有显著的耗能特性,可有效地减小建筑物的地震反应。本文结合一采用钢支撑进行抗震加固改造的工程实例,通过粘滞耗能支撑设计对原结构进行耗能减震研究,并进行了粘滞耗能支撑结构的弹塑性地震反应动力时程分析。
Energy dissipation is a new kind of antiseismic technology. Structural shock absorption by viscous dampers is one of the most effective energy dissipation methods. In general, viscous energy dissipation brace (VEDB) is designed by viscous damper series connected with steel brace, and it is placed between two interlayer frame posts. VEDB have excellent damping ca- pacity and it can effectively reduce structure's earthquake response. On the basis of one antiseismic strengthening and rebuilding practical frame fitted with ordinary steel brace, this paper will have an energy dissipation study on the primary frame fitted with VEDB, and it mainly studies on the elastoplastic earthquake dynamic response time-history analysis of VEDB structure.

引文

[1]R H Zhang,T T Soong.SeismicDesign ofVisco-elasticDampers forStructuralApplication[J].Journal ofStructuralEngineering,1992,118(5):1375-1392.
    [2]R H Zhang,T T Soong.SeismicResponse ofSteelFrameStructural withVisco-elasticDampers[J].Journal ofStructuralEngineering&StructuralDynamics,1989,18(2):389-396.
    [3]S Y Hsu.SeismicAnalysisDesign ofFrames withVisco-elasticConnections[J].Journal ofStructuralEngineering,1992,118(5):2459-2474.
    [4]Bracci,J M Kelly,Lobo, et al..SeismicRetrofit ofReinforcedConcreteStructuresUsingDampingDevices[J].BaseIsolation,PassiveEnergyDissipation, andActiveControl,1993,17(1): 216-228.
    [5]D A Toutch.SeismicRetrofit ofNonductileReinforcedConcreteFramesUsingVisco-elasticDampers[J].BaseIsolation,PassiveEnergyDissipation, andActiveControl,1993,17(1):278-312.
    [6]魏文晖,瞿伟廉,杨志勇.VED 人字型支撑结构体系非线性地震反应控制分析[J].武汉工业大学学报,2000,22(3):24-27.
    [7]王松涛,曹资.现代抗震设计方法[M].北京:中国建筑工业出版社,1997.
    [8]梁启智.高层建筑结构分析与设计[M].广州:华南理工大学出版社,1992.
    [9]丁大钧.现代混凝土结构学[M].北京:中国建筑工业出版社,2000.