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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 the system such as base slip isolation is studied. The dynamic characteristics of two conditions of foundation slip and foundation fixation were tested by brick masonry full scale model. The experimental results show that the equivalent system can better reflect the dynamic performance of the base slip isolation masonry below seven storeys.