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框架结构层间滑移隔震结构隔震效果分析
Analysis on Damping Effect of Interlayer Sliding-isolated Structure of Frame Construction
【摘要】 为了研究层间滑移隔震结构的隔震效果,从理论上建立了层间滑移隔震结构的力学模型和静动转化条件。使用SAP2000有限元软件对框架结构进行抗震及隔震结构的模拟。对比分析其在小、中、大震作用下的减震效果,结果表明层间滑移隔震结构隔震效果良好。
【Abstract】 In order to research the damping effect of interlayer sliding-isolated structure,its mechanical model and dynamic converting conditions are built from theory.Through the finite element software SAP2000,the earthquake resistance and isolation structure are simulated for frame construction.Then,the damping effects under small,medium and strong earthquakes are compared and analyzed.The results show that the damping effect of the interlayer sliding-isolated structure is good.
【关键词】 层间滑移隔震;
有限元分析;
隔震效果;
框架结构;
【Key words】 interlayer sliding-isolation; finite element analysis; damping effect; frame structure;
【Key words】 interlayer sliding-isolation; finite element analysis; damping effect; frame structure;
- 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2012年05期
- 【分类号】TU352.12
- 【被引频次】3
- 【下载频次】80