首页 | 本学科首页   官方微博 | 高级检索  
     检索      

采用增大截面法对框架柱加固的分析
引用本文:李曦.采用增大截面法对框架柱加固的分析[J].交通科技与经济,2013,15(1):91-94.
作者姓名:李曦
作者单位:重庆交通大学土木学院,重庆,400074
摘    要:基于西昌市某多层框架结构加固工程,采用增大截面法加固框架柱。对比分析加固前后,该工程局部单柱各项内力参数和各楼层综合抗震能力指数,证明增大截面法对框架柱软弱有明显加固作用,以便类似工程借鉴,服务于工程建设。

关 键 词:多层框架结构  抗震加固  增大截面法

Application of increased section method to reinforcing the frame column
LI Xi.Application of increased section method to reinforcing the frame column[J].Technology & Economy in Areas of Communications,2013,15(1):91-94.
Authors:LI Xi
Institution:LI Xi(School of Civil Engineering,Chongqing Jiaotong University,Chongqing 400074,China)
Abstract:Based on the reinforcement engineering of a multilayer frame structure in Xichang, the increase section method is used to reinforce the frame column. By comparative analysis of the internal force parameters for local column and the comprehensive seismic capacity index for every floor before and after the reinforcement, it demonstrates that increased frame column section has obvious effect for the reinforcement, which will be covered in the similar projects, and serve the engineering construction.
Keywords:multilayer frame structure  seismic strengthening  increased section method
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号