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滑移隔震结构的能量谱研究
Study on Energy Spectrum of Sliding Base-isolated Structure
【摘要】 给出了滑移隔震结构等效速度谱的计算公式,以两质点的平面滑移隔震结构为研究对象,通过对能量谱的研究,分析了能量谱随着各种设计参数的变化规律。结果表明:摩擦系数和上部结构的自振周期对输入能量有着显著的影响,且影响规律较为复杂;输入能量随着隔震层与上部结构质量比的增大基本呈减小的趋势,而隔震层的自振周期对输入能量的影响不太显著。
【Abstract】 Calculation formulas of equivalent velocity spectrum of sliding base-isolated structure are given in this paper,and change rules of energy spectrum with the changes of the various design parameters,taking two particles of plain sliding base-isolated system of building structure as the research object are analyzed through the research on energy spectrum.The results show that friction coefficient and the natural vibration period of superstructure have significant effects on input energy and the change rules are very complicated.Input energy has a decline trend with the increase of the mass ratio of isolation layer and superstructure,while the natural vibration period of isolation layer has an insignificant effect on input energy.
【Key words】 sliding base-isolated structure; energy spectrum; input energy; friction coefficient; natural vibration period; mass ratio;
- 【文献出处】 工程抗震与加固改造 ,Earthquake Resistant Engineering and Retrofitting , 编辑部邮箱 ,2013年01期
- 【分类号】TU352.12
- 【下载频次】63