用柔度传递方法计算一维结构的轴向反应

涂正武, 滕延京

涂正武, 滕延京. 用柔度传递方法计算一维结构的轴向反应[J]. 工程力学, 1993, 10(2): 93-101.
引用本文: 涂正武, 滕延京. 用柔度传递方法计算一维结构的轴向反应[J]. 工程力学, 1993, 10(2): 93-101.
Tu Zhengwu, Teng Yanjing. ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD[J]. Engineering Mechanics, 1993, 10(2): 93-101.
Citation: Tu Zhengwu, Teng Yanjing. ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD[J]. Engineering Mechanics, 1993, 10(2): 93-101.

用柔度传递方法计算一维结构的轴向反应

ANALYSIS OF AXIAL RESPONSE OF ONE-DIMENSIONAL STRUCTURE BY FLEXIBILITY TRANSFER METHOD

  • 摘要: 本文根据一维结构体系中节点上、下柔度的概念,由节点的平衡条件和杆件的位移协调条件,导出了节点上、下轴向柔度的传递计算公式,并提出了用柔度传递方法求解一维结构的轴向静力和动力反应的方法。
    Abstract: In this paper, concepts of up arid down flexibility of nodal-points in one-dimensional structure are presented. Based on these concepts, axial transfer formulas of up and dowo flexibility of the nodal-points are derived from the equilibrium for the nodal-points and the compatibilityfor the elements. Then the flexibility transfer method is developed, by which static and dynamic response of one-dimensional structure could be determined.
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出版历程
  • 收稿日期:  1899-12-31
  • 修回日期:  1899-12-31
  • 刊出日期:  1993-04-14

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