首页|RC框架填充墙加固平面外抗震性能研究综述

RC框架填充墙加固平面外抗震性能研究综述

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填充墙作为钢筋混凝土框架结构中的维护构件,通过拉结筋与主体结构连接.填充墙对主体结构刚度的增大作用、填充墙与主体结构的相互作用设计时并未考虑,也逐步受到重视.现有对填充墙加固的研究主要集中在平面内的抗震性能,而震害调查表明,填充墙在地震作用下会发生平面外倒塌,产生安全隐患,所以对填充墙进行抗震加固,并对加固后结构平面外抗震性能进行研究是十分有必要的.文中从加固材料、端部锚固、填充墙与RC框架连接方式以及填充墙的平面面内损伤对面外的影响四个部分,介绍了填充墙加固后的抗震性能,对现有研究中存在的问题进行分析,并对填充墙平面外性能研究进行了展望.
REVIEWS ON OUT-OF-PLANE SEISMIC BEHAVIOR OF INFILLS AFTER RETROFIT
As maintenance elements in reinforced concrete frame structures,infills are connected to the main struc-ture through tie bars for improving the stiffness of the main structure,which has been gradually emphasized. The state of art for infills mainly focuses on in-plane seismic performance,however,seismic investigations show that out-of-plane collapse is observed,resulting in safety hazards. Thus,investigations on infills retrofit and out-of-plane behavior after retrofit are necessary. In this paper,the seismic performance of retrofitted infills is intro-duced retrofit materials,end anchorage,connection method between infill walls and RC frames. Seismic performance of reinforced infill walls is obtained,and the problems in the existing studies are analyzed.

RC frame structuresinfilled wall retrofitout-of-plane collapse

周文瑞、宁宁、吕高臣、丁月

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青岛理工大学土木工程学院,山东青岛266520

RC框架结构 填充墙加固 平面外倒塌

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(4)
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