首页> 中文期刊> 《重庆建筑》 >多遇地震作用下钢支撑对RC框架结构的影响研究

多遇地震作用下钢支撑对RC框架结构的影响研究

         

摘要

For the purpose of revealing the effect rule of steel brace on RC frames,four shapes of steel brace,i.e. V-shape,diagonal-shape,X-shape and large one,are applied in RC frames on the 4F,8F and 12F respectively to build structural model and conduct effect analysis under frequently occurred earthquake circumstance through ETABS. The results show that the steel brace changes the deformation characteristics of the original structure,increas-es its rigidity,storey shear force and shaft force of the side pillar and decreases shaft force of the center pillar. Furthermore, as a major lateral resisting element,the steel brace changes the force-transferring path of the original structure,lowers the bending moment of beam end and increases beam's shaft force,thus foundation reaction connecting with brace increases accordingly.%  为揭示钢支撑对RC框架结构的影响规律,在4、8、12层RC框架结构上后加V型、对角型、X型及大型四种钢支撑,通过ETABS建立结构模型并进行多遇地震作用下的分析。结果表明,钢支撑改变了原结构的变形特性,使结构的刚度、楼层剪力及边柱轴力增大,中柱轴力降低。此外,钢支撑作为主要的抗侧力构件,承担了大部分地震作用,改变了原结构的传力路径,使梁端弯矩降低、梁轴力增大,与支撑相连的基础反力也相应增大。

著录项

相似文献

  • 中文文献
  • 外文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号