基础滑移隔震房屋动力特性的试验研究  

Experimental Investigation on Dynamic Performance of Building with Sliding Base Isolation

作　　者：廖健敏 王清敏[2] 丰定国[2] 姚谦峰[2] 

机构地区：[1]上海陆家嘴规划建筑设计有限公司,200120 [2]西安建筑科技大学,710055

出　　处：《建筑结构》2000年第11期17-19,共3页Building Structure

摘　　要：研究了基础滑移隔震等代体系的动力性能。利用砖砌体足尺模型进行了基础滑移及基础固定两种工况的动力特性试验。试验分析结果表明 :等代体系能较好地反映七层以下基础滑移隔震砖房的动力性能。The dynamic performance of base sliding isolation equivalent system was studied,the dynamic test on full\|scale brick masonry structure models with and without sliding base isolation has been carried out. Test results show that the dynamic performance of equivalent system agrees well with that of brick masonry structure with sliding base isolation below seven stories.

关 键 词：基础滑移 隔震 等代体系 动力特性 

分 类 号：TU435[建筑科学—岩土工程]