杜冰, 王璠, 刘人怀, 卢迎华. 大跨度双层网壳的非线性动态响应[J]. 力学与实践, 2006, 28(4). DOI: 10.6052/1000-0992-2005-428
引用本文: 杜冰, 王璠, 刘人怀, 卢迎华. 大跨度双层网壳的非线性动态响应[J]. 力学与实践, 2006, 28(4). DOI: 10.6052/1000-0992-2005-428
NONLINEAR DYNAMIC RESPONSE OF LARGE-SPAN DOUBLE DECK RETICULATED SHELLS[J]. MECHANICS IN ENGINEERING, 2006, 28(4). DOI: 10.6052/1000-0992-2005-428
Citation: NONLINEAR DYNAMIC RESPONSE OF LARGE-SPAN DOUBLE DECK RETICULATED SHELLS[J]. MECHANICS IN ENGINEERING, 2006, 28(4). DOI: 10.6052/1000-0992-2005-428

大跨度双层网壳的非线性动态响应

NONLINEAR DYNAMIC RESPONSE OF LARGE-SPAN DOUBLE DECK RETICULATED SHELLS

  • 摘要: 网壳结构在大跨度结构中得到广泛应用. 在建立了双层网格扁球壳的非线性强迫振动微分方程的基础上,研究了在边缘滑动固定的边界条件下,双层网格扁球壳的非线性动态响应问题. 用突变理论建立了该网壳的尖点突变模型,得出了突变的临界方程,并阐述了网壳参数对该结构动态屈曲的影响.

     

    Abstract: Reticulated shells asstructural members have found wide applications in largespan structures. In this paper, the governingequations for nonlinear forced vibrations of a double deckreticulated shallow spherical shell structure is established.Then, the nonlinear dynamic buckling is considered for a doubledeck reticulated shallow spherical shell under immovable clamped boundaryconditions. At the same time, the model of catastrophe of nonlinear vibrationbucking for the double deck reticulated shallow spherical shell is built byusing catastrophe theory. The critical equation about the model ofcatastrophe is obtained. Finally, the effects of shell parameters on thenonlinear vibration buckling are considered.

     

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