矩形柱下单独基础抗弯承载力计算的误差分析

Error Analyses of Flexural Bearing Capacity of Isolated Foundation under the Rectangular Column

针对矩形柱下独立基础受弯承载力的计算假定所带来的误差进行了分析 ,并从理论上对误差进行控制 ,利用这些分析结论 。

This paper analyzes the errors caused by the calculating supposition on the flexural bearing capacity of isolated foundation under the rectangular column, and theoretically discusses the control of errors. Using these analyzed conclusions, we have perfected the existing design systems.