高层隔震结构单质点模型的地震响应单纯质点法研究
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上海大学土木工程系,上海大学土木工程系,上海大学房地产学院,上海大学土木工程系,日本藤田技术中心

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国家自然科学基金项目(面上项目,重点项目,重大项目)


Pure Mass Model Method of High-rise Isolation Structure Single Mass Model Seismic Response
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The National Natural Science Foundation of China (General Program, Key Program, Major Research Plan)

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    摘要:

    提出了可以快速计算高层隔震结构地震响应的单纯质点法。这种方法基于基底剪力及能量等效原则来建立简化单质点分析模型与原结构模型之间的转换关系及模型参数取值,引入能量平衡方法计算简化分析模型的包络反应,最后利用能量平衡原理及模型参数转换关系来预测原高层隔震结构的各层地震反应包络值。文中给出了分析高层隔震结构加速度、隔震层及上部结构的层间变形、层间剪力等预测计算式。文末通过22层高层隔震结构工程实例来验证单纯质点法的有效性及计算精度,分析结果表明简化计算结果与多质点模型时程分析法计算结果相当。本文所提计算方法计算量少,参数取值明确方便,同时具有良好的地震响应分析精度。

    Abstract:

    The pure mass model method (PMM) which can be utilized to calculate the earthquake responses quickly for high-rise isolated structures is proposed in the paper. Firstly, transformational relations, parameters of simplified single mass model and archetype are established according to equivalent criteria for base shear and energy. And then, envelop responses of simplified model are calculated by introducing energy balance method. Energy balance method and models transformational relations are used to analyze the seismic response envelop values of every layer of archetype. The prediction formula of accelerations of high-rise isolated structure, deformation and storey shear force of superstructure and isolation layer are presented too. The suitability and calculation accuracy of pure mass model method are verified by using a 22 stories high-rise isolated structure engineering example. Results obtained from simplified calculation and numerical analysis of high-rise isolated structure show that computational results of simplified method and multi-mass model time history analysis method are comparable. The amount calculation of the method proposed is less, and parameters determination is clear and convenient with high analysis precision.

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刘文光,刘阳,杨巧荣,何文福,冯德民.高层隔震结构单质点模型的地震响应单纯质点法研究[J].振动工程学报,2012,25(6).[刘文光. Pure Mass Model Method of High-rise Isolation Structure Single Mass Model Seismic Response[J]. Journal of Vibration Engineering,2012,25(6).]

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  • 收稿日期:2011-11-17
  • 最后修改日期:2012-11-27
  • 录用日期:2012-06-28
  • 在线发布日期: 2013-01-10
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