基于板壳理论的梁板结构导荷方式

The beam and slab structure load transfer way based on plate shell theory

从板壳理论出发,首先计算了板挠度曲面的理论解,而后从梁的变形反推被导算到梁上的荷载,并以导荷函数的形式进行了描述,通过研究导荷函数的性质,清楚的反映了矩形板的平面尺寸及梁与板的刚度关系对结构导荷方式的影响。

From the plate shell theory, this paper firstly calculated the theory resolution of plate deflection curved surface, then from the deforma-tion of beam inversed guiding calculation beam load, and made discussion taking the form of load transfer function, through the nature of load transfer function research, clearly reflected the influence of plane size of rectangular plate and the stiffness relationship of beam and plate to struc-ture load transfer form.