剪力键式空腹夹层板静力计算的解析法  

THE ANALYSIS METHOD OF STATIC CALCULATION OF SHEAR BLOCKS DOWELLED OPEN WEB SANDWICH PLATE

作　　者：张定华[1] 陈国辉[1] 

机构地区：[1]贵州工业大学

出　　处：《空间结构》1997年第3期35-40,共6页Spatial Structures

摘　　要：将剪力键式空腹夹层板看成板和等效交叉梁系组成的整体结构，利用弹性力学方法求出它的弯曲挠度的解析式，继而可求得板、肋和剪力键的内力。将有关数据代入本文公式即可求得该结构的挠度。In this paper, the shear blocks dowelled open web sandwich plate is treated as a whole structure instead of simplified intersections. It′s bending deflections are found out by the given analysis method, then the interior forces of plate and ribs and shear blocks will be calculated. On substituting the relative value in the formulae in the paper, the engineers can conveniently find out the bending deflections and thus avoid solution of equations.

关 键 词：剪力键 空腹夹层板 静力计算 交叉梁系 内力 挠度 工程设计 整体结构 弹性力学 利用 

分 类 号：TU375[建筑科学—结构工程] TU399