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通过对三层大开间砖房足尺模型基底滑移隔震与抗震试验结果的分析,得出了基础滑移隔震结构较基础固定的抗震结构有较好的抗震性能的结论,为隔震房屋的设计提供了理论依据.
Based on the analysis of the base-slip isolation and anti-seismic test results of the brick-roof full-scale model of three-story building, the conclusion that the basic sliding isolation structure has better anti-seismic performance than the basic fixed anti-seismic structure is obtained. Housing design provides a theoretical basis.