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某高层加固加层改造结构的抗震反应分析
赵武运­1,郑宝磊2,师希望3
摘 要

1 四川工程职业技术学院,德阳 6180002 山东省城建设计院,济南2500013 山西工程职业技术学院,太原 030009

[摘要]近年来,随着加固加层改造建筑日趋增多,国内专家学者对该领域的研究也逐渐增多。本工程建成后即遭遇汶川地震,本文利用有限元软件Midas Gen,对这一高层加固加层改造项目(5+15层)在遭遇兰州波、汶川波等地震波时进行了大震作用下的计算分析,验证了本工程在大震地震波作用下良好的抗震性能。

[关键词]高层;加固加层;汶川地震;抗震分析

中图分类号:TU355     文献标识码:A     文章编号:1002-848X(2013)S1-1370-04

Analysis of seismic response of A top Strengthening and Adding storey Structures

Zhao Wuyun 1,Zheng Baolei 2,Shi Xiwang 3

1 Sichuan Engineering Technical College,Deyang 618000,China;2 Shandong Urban Construction Design Institute,Jinan 250001,China;3 Shanxi Engineering Vocational College,Taiyuan 030009,China

Abstract In recent years, with the increasing of strengthening and adding storey renovation construction, researches in the field by domestic experts and scholars have also gradually increased. The wenchuan earthquake is coming after the project completion.The transformation project(5 + 15 layer ) which in lanzhou, wenchuan earthquake wave and seismic wave is analysed by the soft wave of Midas Gen with finite element method .And this paper verifies the good auti-seismic performance under rare earthquake.

Keywords : high-rise; strengthening and adding storey; Wenchuan earthquake; seismic analysis

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