广西中医学院图书馆结构抗震设计

英文篇名：Structural Design of the Library of Guangxi College of Traditional Chinese Medicine
中文刊名：工程抗震与加固改造
英文刊名：Earthquake Resistant Engineering and Retrofitting
作者：黄勇泽 ; 韦永辉 ; 张新先 ; 郑晓洁
英文作者：Huang Yong-ze1 ; Wei Yong-hui1 ; Zhang Xin-xian2 ; Zheng Xiao-jie3(1.Nanning Institute of Architectural Design ; Nanning 530022 ; China ; 2.Planning & Design Institute of Forest Products Industry ; SFA ; Beijing 100010 ; China ; 3.Chongqing Electric Power Design Institute ; Chongqing 400030 ; China)
中文关键词：超限高层建筑 ; 连体结构 ; 平面不规则
英文关键词：tall building beyond the code limits ; connected structure ; irregular plane
出版日期：2011-06-05
机构：南宁市建筑设计院;国家林业局林产工业规划设计院;重庆电力设计院;
年：2011
期：03
出版单位：工程抗震与加固改造

摘要

广西中医学院图书馆大楼属于特殊不规则的连体超限高层建筑。通过振型分解反应谱法、结构弹性时程分析以及在罕遇地震作用下的静力弹塑性分析,对该工程的结构抗震性能进行了评估。采用合理的结构布置、有针对性地增加水平构件水平刚度等多项措施,保证结构的安全可靠。计算结果表明,结构的各项性能指标均满足现行规范要求,所采取的技术措施是合理有效的,可为类似工程的抗震设计提供借鉴经验。
The Library of Guangxi Traditional Chinese Medical Collage is a special irregular supper high-rise building with connected twin-tower structure.In order to evaluate the structural seismic behaviour,the response spectrum analysis,elastic tine-history analysis and static elasto-plastic pushover analysis are carried out for the structure.Various of measures,such as proper arrangement of structure,strengthening slab rigidity of the horizontal member corresponding,strengthening connecting element,et al,have been implemented to guarantee the security of the structure.The calculation results show that the various of dynamic characteristics of structure are satisfied with the present requirement standardized,and the measures are reasonable and effective.This case can provide an experience for reinforce design of similar constructional project.

引文

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    [4]GB 50011-2001,建筑抗震设计规范[S]GB 50011-2001,Code of Seismic Design of Buildings[S](in Chinese)
    [5]JGJ 3-2002,高层混凝土结构技术规程[S]JGJ 3-2002,Code for Concrete Structures and TechnicalSpecification for Concrete Structures of Tall Building[S](in Chinese)