文档介绍：摘要伴随着工业化进程的不断加快,城市建设步伐的加快,城镇人***炸式增长,土地资源日益紧张,各地不断涌现出高价土地,基于城市土地资源的稀缺性,让高层建筑的出现有了可能和必要。于此同时,由于高层建筑结构形式复杂,在遭遇地震破坏后,容易造成极大的人员伤亡和财产损失,因此超限高层抗震设计需要受到特别重视。为了满足部分特殊建筑功能的要求或者更大的建筑面积,高层的结构大多数都属于不规则结构,甚至是特别不规则结构,基于性能的抗震设计已经成为高层乃至超限高层建筑抗震设计的主要方法,目前,随着计算机技术的发展和相关理论研究的进步,对高层特别是超限高层的动力弹塑性分析已经发展成熟, 并且作为更精确完善的计算理论已经写入各国规范成为抗震设计的一个重要组成部分。本文首先回顾了动力弹塑性的提出和发展历程以及国内外的研究现状,介绍了基于性能的抗震设计的基本理论;接着介绍了动力弹塑性分析的基本原理和动力弹塑性分析需要注意的问题;最后以宁波天童庄车辆段超限高层结构作为研究背景,对复杂高层框框架结构罕遇地震作用下的动力弹塑性分析进行探讨,运用有限元分析软件ABAQUS的计算结果对该超限高层结构的抗震性能进行评估,并与静力弹塑性分析结果进行了比较。本文旨在对超限高层结构进行分析和研究,深入认识和了解超限高层结构初步设计和超限审查的要求及方法,为设计提供依据,并为今后的研究工作打下基础。角关键词:超限高层;抗震设计;动力弹塑性时程分析;塑性铰;层间位移 Abstract With industrializationprocess accelerating,speeding up thepace ofconstruction of thecity,explosivegrowth oftheurban population,landresources isincreasinglv nervous,Based onurban landresourcescarcity,high—risebuildings are possible and thesametime,because ofhighbuilding structure plex,in the faceofearthquakedamage,it iseasy to cause thegreat casualtiesandproperty losses. SO overrull high—rise aseismic design needs tobepaled on special attention. Inorder tomeettherequirements ofallspecial architecturalfunction or larger building area,high—level structuremost belong to irregular the especially irregularstructure,the aseismic design based on theproperties e thetopand even overrun highrise aseismicdesign ofthemain present, with thedevelopment puter technology and relevant especially overrun high—level dynamic elastic-plasticanalysis has been developed·,and as a more accurateperfect calculation theory which has been incorporated intocountries regulate,it es an important part inseismicdesign. nlispaper fn'streviews theraiseanddevelopment ofthedynamicelastic-plastic at home and abroad,introduces thecurrent research status ofaseismicdesign based on performance introducesdynamic elastic-plasticanalysis,the basicprinciple anddynamic elastic—plastic analysis problems needing