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   弹性支承板 的翻译结果: 查询用时:0.568秒
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弹性支承板     
相关语句
  elastically supported plate
     Analysis of Elastically Supported Plate Structures and Plates Resting on Elastic Foundation with Finite Strip Method
     用有限条法分析弹性支承板结构和弹性地基板
短句来源
  plate on elastic foundation
     In design of building structures the bottom plate on elastic foundation is calculated in common using finite element method or calculation charts.
     在建筑结构设计中弹性支承板的计算一般采用有限元法和图表法。
短句来源
  bottom plate on elastic
     In design of building structures the bottom plate on elastic foundation is calculated in common using finite element method or calculation charts.
     在建筑结构设计中弹性支承板的计算一般采用有限元法和图表法。
短句来源
  “弹性支承板”译为未确定词的双语例句
     Static Analysis of Plates Supported by Elastic BeamsUsing the Coupling of BEM and Analytical Beam Deflections
     边界元与梁的挠度解析式耦合分析弹性支承板
短句来源
     Bending of spring foundation plate under concentrate load
     数点集中力作用下弹性支承板的弯曲
短句来源
     If these elements are appropriately combined with rectangular plate elements, they can be used to solve problems of combined deformation of general elastically supported plates and problems of cylindrical shells, etc.
     如果将该单元与薄板弯曲矩形单元适当组合,可以解决一般弹性支承板的组合变形问题,以及正交边界的柱面筒壳问题等。
短句来源
     In this paper, the solution of cylindrical bending problem for rectangular plates supported by elastic and tensile supports on particular deformation condition are derived from practical engineering problem.
     本文从工程实际问题出发,给出了在特定变形条件下,有张力的弹性支承板的柱面弯曲问题的解答。
短句来源

 

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      plate on elastic foundation
    The large deflection on problem of circular plate on elastic foundation and in conjunction with linear elastic structure
          
    Large deflection problem of thin orthotropic circular plate on elastic foundation with variable thickness under uniform pressure
          
    Basic equations for large deflection theory of thin orthotropic circular plate on elastic foundation with variable thickness under uniform pressure are derived in this paper.
          
    Analysis of bending, vibration and stability for thin plate on elastic foundation by the multivariable spline element method
          
    In this paper, the bicubic splines in product form are used to construct the multifield functions for bending moments, twisting moment and transverse displacement of the plate on elastic foundation.
          
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    The plane-stressed rectangular element with elastically restrained joints at its four nodals developed in this paper is an element of high order. The complete poloynomial of first order and the incomplete poloynomials of second, third and fourth orders are used as the displacement modes, which can adequately satisfy two basic criterions chosen for the element. The element proves obviously advantages in solving complex structures composed of blocks and bar systems. If these elements are appropriately combined...

    The plane-stressed rectangular element with elastically restrained joints at its four nodals developed in this paper is an element of high order. The complete poloynomial of first order and the incomplete poloynomials of second, third and fourth orders are used as the displacement modes, which can adequately satisfy two basic criterions chosen for the element. The element proves obviously advantages in solving complex structures composed of blocks and bar systems. If these elements are appropriately combined with rectangular plate elements, they can be used to solve problems of combined deformation of general elastically supported plates and problems of cylindrical shells, etc.

    本文提出的四点弹性固接平面应力矩形单元,是一个高次单元,采用完整的一次式和非完整的二次式三次式及四次式的位移模式,能充分满足单元选择的两个基本准则。这种单元对求解块件与杆系组成的混合结构具有明显的优点。如果将该单元与薄板弯曲矩形单元适当组合,可以解决一般弹性支承板的组合变形问题,以及正交边界的柱面筒壳问题等。

    In this paper, the solution of cylindrical bending problem for rectangular plates supported by elastic and tensile supports on particular deformation condition are derived from practical engineering problem. By examples, some considerable matters of analysing prismatic structures are suggested. The solutions are also studied when the tensions are to be determined. the results are simple and easy to be used.

    本文从工程实际问题出发,给出了在特定变形条件下,有张力的弹性支承板的柱面弯曲问题的解答。通过算例,提出了多棱容器结构分析中值得注意的几个问题。文中还讨论了张力待定时问题的解答。本文结果简单,便于应用。

    The coupling of BEM and analytical beam deflections is applied to calculating plates sup ported by elastic beams on edges (or inside). Firstly the basic equations of a plate are set upby BEM, and the expressions of the elastic beams with varied boundary conditions are obtained by analytical method, and then the coupling equations can be derived according to theconditions of equilibrium and compatibility, and finally the deflections and the internal forcescan be obtained. The method is easy for programming and...

    The coupling of BEM and analytical beam deflections is applied to calculating plates sup ported by elastic beams on edges (or inside). Firstly the basic equations of a plate are set upby BEM, and the expressions of the elastic beams with varied boundary conditions are obtained by analytical method, and then the coupling equations can be derived according to theconditions of equilibrium and compatibility, and finally the deflections and the internal forcescan be obtained. The method is easy for programming and has good precision.

    利用边界元法与梁的挠度解析式耦合,分析边界(或内部)有梁文承的弹性支承板.首先对于薄板采用边界元法建立基本方程,而对于支承梁,则根据梁端的支座条件,采用相应的位移解析表达式.然后,根据板与支承梁之间的平衡和协调条件加以耦合,得到耦合方程.由耦合方程可解出未知参数,从而可进一步求解板或支承梁内任意点的位移和内力.

     
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