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自由界面模态综合法并行动响应分析
引用本文:李强,邹经湘.自由界面模态综合法并行动响应分析[J].振动工程学报,1998,11(1):70-73.
作者姓名:李强  邹经湘
作者单位:哈尔滨工业大学建筑工程系
摘    要:利用模态综合法技术结合并行机特点提出一个求解复杂系统动响应的模态综合法。该方法可不必求整体模态,而利用子结构连接条件直接确定各子结构的动响应,算例表明该方法是有效的,并且具有较高的并行效率

关 键 词:模态综合法  子结构  动力响应  并行计算

Parallel Dynamic Response Analysis by Using Free Interface Modal Synthesis
Li,Qiang,Zuo,Jingxiang,Huang,Wenhu.Parallel Dynamic Response Analysis by Using Free Interface Modal Synthesis[J].Journal of Vibration Engineering,1998,11(1):70-73.
Authors:Li  Qiang  Zuo  Jingxiang  Huang  Wenhu
Abstract:A parallel free interface modal synthesis algorithm,combined with the charaters of parallel computer and the technique of free interface modal synthesis,for time history analysis of complex structures is presented and evaluated.It does not need to get whole eigenvalues and eigenvectors,and can decrease the scale of substructural model.The time history analysis of each substructures can be made directly by using connected conditions between substructures.Numerical examples showed that the algorithm had good accuracy and high efficiency.
Keywords:modal  synthesis  method  substructure  dynamic  response  parallel  algorithm
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