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含剪力墙钢筋混凝土结构抗震能力的评估方法及应用
引用本文:郝效强,杨仕升,秦荣.含剪力墙钢筋混凝土结构抗震能力的评估方法及应用[J].西北地震学报,2007,29(4):347-351.
作者姓名:郝效强  杨仕升  秦荣
作者单位:1. 同济大学土木工程学院,上海,200092
2. 广西壮族自治区地震局,广西,南宁,530022;广西大学土木建筑工程学院,广西,南宁,530004
3. 广西大学土木建筑工程学院,广西,南宁,530004
基金项目:广西科学研究与技术开发计划项目
摘    要:根据我国现行抗震设计规范、混凝土结构设计规范以及目前既有建筑结构抗震能力研究成果,借鉴强度与延性评估理论,探讨了一种适合我国工程实际的既有含剪力墙钢筋混凝土结构的抗震能力评估方法。应用自行编制的评估程序EAC-RCSW应用于一工程实例,表明该方法可定量评估含剪力墙钢筋混凝土结构的抗震能力。

关 键 词:剪力墙  钢筋混凝土结构  抗震能力评估  强度和延性
文章编号:1000-0844(2007)04-0347-04
收稿时间:2007-01-17
修稿时间:2007年1月17日

Evaluation Method of Anti-seismic Capability for Reinforced Concrete Structure Including the Shear Wall and Its Application
HAO?Xiao-qiang,YANG?Shi-sheng and QIN?Rong.Evaluation Method of Anti-seismic Capability for Reinforced Concrete Structure Including the Shear Wall and Its Application[J].Northwestern Seismological Journal,2007,29(4):347-351.
Authors:HAO?Xiao-qiang  YANG?Shi-sheng and QIN?Rong
Institution:School?of?Civil?Engineering,?Tongji?University;;Earthquake?Administration?of?Guangsci?Autonomous?Region;School?of?Civil?Engineering?and?Architecture,?Guangsci?University;;School?of?Civil?Engineering?and?Architecture,?Guangsci?University;
Abstract:Based on the code for seismic design of buildings,the code for reinforced concrete structure design and the research result about the existed buildings,by consulting the idea of strength and toughness evaluation theory of reinforced concrete,a new evaluation system for anti-seismic capability of reinforced concrete structure including the shear wall,which is suitable for Chinese engineering practice is presented in this paper.An existed building example is evaluated by the program EAC-RCSW,which is created according to the theory proposed by this paper.It is proved that this evaluation method could quantitatively evaluate the anti-seismic capability of the existing reinforced concrete structure including the shear wall.
Keywords:Shear wall  RC construction  Anti-seismic capability evaluation  Strength and ductility
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