考虑地基刚性的无梁板柱（桩）的内力分析

ANALYSIS FOR THE FLAT SLAB-COLUMN (PILE) STRUCTURE IN CONSIDERATION OF THE STIFFNESS OF FOUNDATION

用有限元法对无梁板柱（桩）结构的内力进行数值分析，并编制了相应的计算程序．分析时以薄板理论为基础，考虑柱（桩）刚度以及地基刚度的影响．本文适用于多种支承方式、多种荷载组合、柱与地基固接或弹性嵌固下无梁楼盖及高桩码头的内力分析．

n this paper, the internal force of the flat slab-column (pile) structure is analyzed and the relevent programs are made. According to the theory of elastic bending thin plate, the influences of the stiffness of columns (piles) and the foundation are considered. The program can be used to calculate the flat slab-column (pile) structure or general thin plate with different baundaries, different supports under several combined loads. It can be used to analyze the slab structure supported on the rigid or elastic column (pile).