部分框支剪力墙高层建筑结构设计

英文篇名：Structural Design of Shear Wall Tall Buildings with a Transfer Story
中文刊名：华中科技大学学报(城市科学版)
英文刊名：Journal of Huazhong University of Science and Technology(Urban Science Edition)
作者：张骥 ; 张仲先
英文作者：ZHANG Ji ; ZHANG Zhong-xian(a.School of Civil Engineering and Mechanics ; b.Hubei Key Laboratory of Control Structure ; HUST ; Wuhan 430070 ; China)
中文关键词：剪力墙 ; 转换层 ; 高宽比 ; 高层建筑结构 ; 抗震设计
英文关键词：shear wall ; transfer story ; height-width ratio ; tall building structure ; seismic design
出版日期：2008-12-15
机构：华中科技大学土木工程与力学学院;华中科技大学控制结构湖北省重点实验室;
年：2008
期：04
出版单位：华中科技大学学报(城市科学版)

摘要

带有转换层的剪力墙结构高层建筑在我国应用较广泛。本文结合某超限高层商住楼的结构设计,探讨部分框支剪力墙高层结构的分析方法。该工程由一道防震缝分为两个结构单元,东座为长矩形平面,西座平面严重不对称,两座都附有偏置裙房,结构高宽比很大。介绍了结构总体布局的调整,分析计算模型的建立,设计软件的力学模型和驾驭手段,针对高宽比过大的特点展开分析并提出应对措施,克服了扭转和转换等困难,使不规则的复杂高层建筑结构的整体设计满足规范要求,取得良好的效果。
Shear wall tall buildings with a transfer story are fairly widely used in China.This paper discusses the analysis method of partially frame-supported shear wall tall building structures with the presentation of the structural design of a hybrid commercial and residential building beyond code limits.The building is separated into 2 structural units by an aseismic joint,and the east tower has a long rectangular plan,while the west tower a rather unsymmetrical one.Each tower is adjacent to an annex at one side and has a very high height-width ratio.The adjustment of overall structural layout,setting up of calculation models,and mechanical models and manipulative means of design software are presented.In view of the high height-width ratio,analysis is developed and countermeasures put forward.Through the solution of this problem and other major challenges such as torsion and transfer,an overall design of the irregular complex tall building structures meeting the code requirements is obtained and shows good effects.

引文

[1]JGJ 3-2002,高层建筑混凝土结构技术规程条文说明[S].
    [2]JGJ 3-2002,高层建筑混凝土结构技术规程[S].
    [3]徐培福,黄吉锋,韦承基.高层建筑结构的扭转反应控制[J].土木工程学报,2006,39(7):1-8.
    [4]蔡健,潘东辉,黄炎生.高层建筑结构扭转振动效应控制研究[J].工程力学,2007,24(7):116-121.
    [5]吴晓云,陈森,魏琏.论地震作用下多层平扭耦联建筑的刚心[J].地震工程与工程振动,1988,8(4):33-44.
    [6]Makarios T,Anastassiadis K.Real and Fictitious Elastic Axis of Multi-storey Buildings:Theory[J].Structural Design of Tall Buildings,1998,7(1):57-71.
    [7]Marino E M,Rossi P P.Exact Evaluation of the Location of the Optimum Torsion Axis[J].Structural Design of Tall and Special Buildings,2004,13(4):277-290.
    [8]李云贵,苑麒.建筑结构的层刚度中心迭代计算[J].建筑科学,1998,14(5):52-54.
    [9]吴秀水,王翠坤.建筑结构层刚度中心的计算[J].建筑科学,1999,15(2):56-57.
    [10]中国建筑科学研究院PKPM CAD工程部.多层及高层建筑结构空间有限元分析与设计软件SATWE用户手册及技术条件[K].北京:中国建筑科学研究院PKPM CAD工程部,2005.
    [11]中国建筑科学研究院PKPM CAD工程部.复杂多、高层建筑结构分析与设计软件PMSAP使用手册[K].北京:中国建筑科学研究院PKPM CAD工程部,2005.
    [12]Wilson E.Three Dimensional Static and Dynamic Analysis of Structures[M].Berkeley,California:Computers and Structures,Inc.,2000.
    [13]黄吉锋,李云贵,邵弘,等.抗震计算中几个问题的研究[J].建筑科学,2007,23(3):15-18.