摘要
将减震技术中的屈曲约束支撑技术应用到既有建筑房屋加固改造中,并与传统加固方法进行对比分析,探讨屈曲约束支撑在结构抗震加固设计中的优势。研究结果表明,使用屈曲约束支撑加固后可有效增加结构阻尼及延性,地震作用下结构抗震性能指标能较好地满足规范要求,实现提高抗震性能等级的目标。
In this paper,the buckling-restrained braces technology is applied to the reinforcement and transformation of existing building,and compares with traditional reinforcement method,the advantages of buckling-restrained braces in structural seismic reinforcement design are discussed.The research results show that the damping and ductility of the structure can be effectively increased by using buckling-restrained braces.The seismic performance index of the structure under earthquake can meet the requirements of the code and achieve the goal of improving the seismic performance level.
作者
姜丽萍
刘伟
成勃
JIANG Liping;LIU Wei;CHENG Bo(Shandong Provincial Academy of Buildings,Ji’nan,Shandong 250031,China;Ji’nan Sijian Construction Group Fifth Engineering Project Company,Ji’nan,Shandong 250031,China)
出处
《施工技术》
CAS
2019年第15期22-24,共3页
Construction Technology
基金
国家重点研发计划资助(2017YFC0806100)
关键词
混凝土框架结构
屈曲约束支撑
减震
加固
施工技术
concrete frame structures
buckling-restrained braces
damping
reinforcement
construction