单向偏心受压独立柱基的基底尺寸计算  

One-way Eccentric Column Base Independent of the Substrate Size Calculation

作　　者：徐洁 胡信芳 

机构地区：[1]湖北地矿建设工程承包集团有限公司,武汉430030 [2]大唐信阳华豫发电有限责任公司,河南信阳464100

出　　处：《工程建设与设计》2009年第6期91-96,共6页Construction & Design for Engineering

摘　　要：通过理论推导,求出可根据已知条件一次计算完成的柱基基底面积和长宽尺寸的直接计算式。同时,还推导出基底应力比与偏心程度关系式和基底长宽比计算式,应用这些公式,可根据已知条件合理控制基底偏心程度和长宽比。Through theoretical analysis, calculated according to a calculation of the known conditions of the column kiki completed at the end of the size and length and width of the size of a direct calculation formula. At the same time, also derived from the basement of stress than the degree of relationship with the eccentric and basal aspect ratio calculation formula, the application of these formulas can be made under conditions of reasonable control known eccentric basement level and aspect ratio.

关 键 词：柱基础 偏心受压 基础尺寸 计算 

分 类 号：TU471.1[建筑科学—结构工程] TU431[建筑科学—土工工程]