本文用非线性有限元法计算了三种不同的四边支承板的大变形响应。
Using nonlinear finite element method, the large deformation responses were computed for three plates supported on four edges in different ways.
目前国内外对于点支承单层玻璃板孔边应力的研究较多,但关于中空玻璃板孔边应力的研究尚不多见。
This paper calculates the maximum around-the-hole stresses of the point-supported insulating glass units with finite element method, and discusses its effect on the bearing property.
本文用迭加原理和广义简支边的概念,解决了四边被多个点支承的矩形板的弯曲问题。
In this paper, The principle of superposition and the concept of generalized simply supported edge are used to solve the bending of rectangular plates with multiple point supports along four edges.
通过结构试验与算例验证了边支承现浇空心板截面刚度大、承载能力高的优良结构性能。
Through the structural test and calculated example, the excellent performances of big rigidity and high bearing capacity of the side supporting cast-insitu hollow floor are confirmed.
本文引入了稳定问题的广义支承边和广义支承边矩形板的概念,应用功的互等法建立了弹性矩形薄板稳定问题的广义位移解,并给出了广义位移解的各个边界值。
The reciprocal method is applied to establish the generalized displacement solution for the elastic stability of thin rectangular plates, and the boundary values of it are also worked out.
对边长比为2 ~3的四边支承矩形板的抗冲切性能进行了试验研究。
The shearing strength of reinforced concrete rectangular slabs supported on four sides with ratio of side length between 2 and 3 are studied in this paper.
本文提出一种绘制支承于弹簧地基上固端梁影响线及四边固定板影响面的方法。
This Paper gives a method of drawing the influence line of fixed end beam and the influence area of fixed edge flat plate which are lying on the elastic foundation bed.
文中计算公式适用于计算承受均布荷载的钢筋砼四边支承矩形板,具有计算简便和编写计算机程序简单的优点。
The calculating formulas are used in R. C. reCtangular slabs supported on four sides under uniform load, it has the merits of simplicity in calculating and programming.
采用该解析法对四边自由四角支承的承受均布载荷或集中载荷的方板进行了计算,给出了精确的解。
A square plate with four edges free, supported at four corners, and loaded uniformly distributed or concentrated are calculated by this general analytical method, which gives the accurate solution.
采用该解析法对四边自由四角支承的承受均布载荷或集中载荷的方板进行了计算,给出了精确的解。
A square plate with four edges free, supported at four corners, and loaded uniformly distributed or concentrated are calculated by this general analytical method, which gives the accurate solution.
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