摘要
对文献 [1]中提出的半无限弹性体内部矩形面积上均布荷载引起的地基沉降系数Fki进行了编程计算 ,并据此结果计算了参数和 ψ ,在此基础上提出了考虑基础埋深影响的弹性地基梁链杆法。算例结果表明 。
Based on for mudas biven in paper ,coefficient for soil setllment made by homogeneous load on rectangular area in semi infinite elastic aolid and parameter (,ψ) are calculated by programing in computer.Linking rod method on elastic foundation beam taking into embeded depth is presented.Calculating results show that interior force of foundation beam having embeded depth is smaller than that of foundation bcam of noembeded depth.
出处
《土工基础》
2002年第1期28-30,33,共4页
Soil Engineering and Foundation
