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某砖混结构隔震设计
引用本文:沈元萍,孙敦本.某砖混结构隔震设计[J].江苏建筑,2006(1):33-34.
作者姓名:沈元萍  孙敦本
作者单位:南京林业大学土木工程学院,210037
摘    要:对某砖混结构住宅楼进行了基础隔震设计,采用规范规定的简化计算方法对该砖混结构的地震反应进行计算。计算结果表明:隔震结构在大震作用下基本上仍处于弹性工作状态,大大提高了地震时结构的安全性.结构由“大震不倒”提高到“大震不坏”,其抗震性能大大增加。

关 键 词:砖混结构  隔震设计  弹性状态
文章编号:1005-6270(2006)01-0033-02
收稿时间:2005-07-25
修稿时间:2005年7月25日

Systemic Isolation Design of a Brick Masonry Residence Building
SHEN Yuan-ping,SUN Dun-ben.Systemic Isolation Design of a Brick Masonry Residence Building[J].Jiangsu Construction,2006(1):33-34.
Authors:SHEN Yuan-ping  SUN Dun-ben
Affiliation:SHEN Yuan-ping SUN Dun-ben
Abstract:Systemic isolation design of a brick masonry residence building is processed. The aseismic behavior of the isolated building under earthquakes is studied with the simplex calculating method,which is prescribed by code. The calculation results show that the isolated building keeps elastic state under seldonly occured earthquakes and improves the building's safety greatly.The traditional building can't fall down under seldonly occured earthquakes,but the isolated building can't be destroyed under seldonly occured earthquakes through the moving of the whole building,its performance has excellent improvement.
Keywords:brick massonry structure  isolation design  elastic state  
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