摘要
采用型钢与砖墙组合构件对砌体房屋进行加固是一种新型的抗震加固方法,该方法具有对原有建筑影响小、无现场湿作业、施工便捷、工期短等优点。进行了典型5层砖混校舍加固模型与未加固模型的振动台模拟地震对比试验,验证了该加固方法的有效性。
Strengthened with combined shaped steel with masonry wall is a new seismic strengthening method in masonry structure. This method has some advantages such as no affect to existing building, no casting concrete in site, convenient construction, short period of construction, etc. In order to vertifieate the effection of this new strengthen technique, shaking table test of two model of original structure and strengthing structure was carried out.
出处
《建筑结构》
CSCD
北大核心
2013年第5期71-76,70,共7页
Building Structure
关键词
抗震加固
型钢组合体系
设防目标
seismic strengthening
combined shaped steel with masonry wall
fortification target
