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底部大空间房屋结构抗震方案的比较
引用本文:储良成,张志强,赵建荣,李爱群.底部大空间房屋结构抗震方案的比较[J].江苏建筑,2006(6):15-16,19.
作者姓名:储良成  张志强  赵建荣  李爱群
作者单位:1. 苏州今日置业有限公司,苏州,215011
2. 东南大学土木工程学院,南京,210096
摘    要:底部大空间房屋由于其平面和空间布置灵活而深受人们青睐。文章通过对某底部大空间建筑在7度抗震设防烈度下采用框架结构、框架一异型柱结构和底部框架-上部砖混结构进行了大量的计算和优化设计,进而给出了该房屋的结构方案的选择建议。

关 键 词:底部大空间  框架结构  框架-异型柱结构  底部框架-上部砖混结构  优化设计
文章编号:1005-6270(2006)06-0015-02
收稿时间:2006-08-10
修稿时间:2006-08-10

Comparsion Analysis of Seismic Projects for Building Structures with Large Space at Bottom
CHU Liang-cheng,ZHANG Zhi-qiang,ZHAO Jian-rong,LI Ai-qun.Comparsion Analysis of Seismic Projects for Building Structures with Large Space at Bottom[J].Jiangsu Construction,2006(6):15-16,19.
Authors:CHU Liang-cheng  ZHANG Zhi-qiang  ZHAO Jian-rong  LI Ai-qun
Affiliation:CHU Liang-cheng ZHANG Zhi-qiang ZHAO Jian-rong LI Ai-qun
Abstract:Building structures with large space at bottom are popular in use. In this paper, under 7 degree seismic intensity, some building structures with large space at bottom are used as an analytical case to examine the calculation and optimization design by using frame structure, special - shape column frame structure and masonry building with frame structure at the first story respectively. Some choice suggestions are given.
Keywords:Building Structures with Large Space at Bottom  Frame Structure  Special - Shape Column Frame Structure  Masonry Building with Frame Structure at the First Story  Optimization Design
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