摘要
从隔震的基本原理出发,阐述了隔震结构的抗震性能,并运用非线性时程分析方法对具体结构进行分析对比,揭示了隔震结构在抵抗水平地震作用中的良好性能。
Based on the basic principle of isolation,This paper expounds the seismic performance of the isolated structure.concrete structure are analyzed by using nonlinear time history analysis.It reveals the isolation structure with good performance in resisting horizontal earthquake.
引文
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