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求解刚架系统的地震作用动力响应的自由拘束模态综合法
引用本文:赖永星,樊安新,苗同臣.求解刚架系统的地震作用动力响应的自由拘束模态综合法[J].建筑科学与工程学报,1997(1).
作者姓名:赖永星  樊安新  苗同臣
作者单位:郑州工业大学!450002(赖永星,苗同臣),河南省轻工业学校(樊安新)
摘    要:利用自由拘束模态综合技术,计算了空间刚架系统的动特性,及在地震荷载作用下的动力响应,所得结果准确可靠,对工程实际结构的动力计算具有重要的意义.

关 键 词:刚架结构  动力响应  自由拘束模态综合法

Solution of Dynamic Response of Frame Structure Under Seisimc Loading Using Free-restratint Model Synthetic Method
Miao Tongchen.Solution of Dynamic Response of Frame Structure Under Seisimc Loading Using Free-restratint Model Synthetic Method[J].Journal of Architecture and Civil Engineering,1997(1).
Authors:Miao Tongchen
Affiliation:(Lai Yongxing) (Zhengzhou University of Technology)(Fan Anxin)(Henan Province Institute of Light Industry)Miao Tongchen(Zhengzhou University of Technology)
Abstract:The dynamic characteristics and the dynamic response of frame structure under seismic loading are calculated by free-restraint model synthetic method. The results are correct and reliable, and the method is of momentous significance for the dynamic calculation of engineering structures.
Keywords:dynamic response  frame structure  free-restraint model synthetic method
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