Shaking table experimental study on the 1/15 scale model of a 9 story masonry building with base sliding isolation, together with theoretical analysis, are introduced.
本文介绍了太原市“玫瑰园”小区某九层砖房基础滑移隔震结构的1/15整体缩尺模型的振动台对比试验和理论分析。
Numerical results show that the sliding vibration isolation structure using semi-active control not only has good isolation effect, but also has lesser maximum slippage and residual base displacement.
对计算实例的分析表明，通过半主动控制的滑移隔震结构不但具有较好的隔震效果，且能有效地减小基底的最大滑移量及残余位移。
Numerical results show that the sliding structure using semi-active control not only has good vibration isolation effect, but also has less maximum slippage and less residual base displacement.
对实例计算结果的分析表明，半主动控制下的滑移隔震结构不但具有较好的隔震效果，而且能有效地减小基底的最大滑移量及残馀位移。
The analysis and computation of the earthquake response of sliding base-isolation system could be simplified by inelastic response spectrum.
滑移隔震结构地震反应的分析和计算可通过滑移隔震结构非线性反应谱进行简化。
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.
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 elastic time processing analysis of base sliding seismic isolation.
基础滑移减震的弹性时程分析。
A new base isolation structural system which combines a flexible underground story with sliding frictional interfaces is proposed in this paper.
本文提出一种柔性地下层和一个滑动摩擦表面相结合的新隔震体系供大家讨论。
A new base isolation structural system which combines a flexible underground story with sliding frictional interfaces is proposed in this paper.
本文提出一种柔性地下层和一个滑动摩擦表面相结合的新隔震体系供大家讨论。
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