底层大开间框剪组合墙结构13比例模型房屋子结构拟动力试验研究  

Pseudo dynamic Experimental Studies on 1/3 Scale Building Model of Composite Masonry Structure Supported by Frame Shear Wall with Wide Bay at Bottom

作　　者：唐岱新[1] 朱本全 王凤来[1] 安成虎 张前国[2] 李庆刚[2] 薛宏伟[2] 

机构地区：[1]哈尔滨工业大学土木工程学院,150090 [2]辽宁省建筑设计研究院,沈阳110005

出　　处：《建筑结构》2001年第4期20-22,6,共4页Building Structure

摘　　要：针对底层大开间组合墙房屋的特点 ,对模型房屋进行了子结构拟动力试验 ,测定其抗侧刚度 ,发现了抽柱对结构性能的重要影响。试验表明 ,底层大开间组合墙房屋具有良好的抗震性能。In accordance with the characters of composite masonry structure building supported by frame shear wall with wide bay at bottom, a sub structure pseudo dynamic test was carried out. When the lateral rigidity was measured before pseudo dynamic test, the influence upon structure behavior by wide bay at bottom was discovered. The test shows that the composite masonry structure supported by frame shear wall with wide bay at bottom has good aseismic behavior.

关 键 词：拟动力试验 底层大开间 抗震性能 组合墙房屋 

分 类 号：TU317[建筑科学—结构工程]