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弹—粘塑性地基上的弹性梁的有限元分析
FEM Analysis of Elastic Beam on Elastic Visco-Plastic Foundation
【摘要】 本文分析了弹-粘塑性地基上弹性梁的计算原理,给出了利用有限单元法解决该问题的具体公式和程序实现方法,并通过数值解的例子说明了在基坑工程中弹-粘塑性地基对支护体系的影响。
【Abstract】 The mechanical theory of elastic beam on elastic visco-plastic foundation was proposed in this paper. The FEM formulae and its implementation were presented. The influence of elastic visco-plastic foundation on the retaining system in foundation pit project was also illustrated by an example of practical engineering.
【关键词】 弹一粘塑性;
地基梁;
有限单元法;
基坑;
【Key words】 Elastic visco-plastic foundation,Beam on foundation,FEM; Foundation pit;
【Key words】 Elastic visco-plastic foundation,Beam on foundation,FEM; Foundation pit;
- 【文献出处】 上海地质 ,Shanghai Geology , 编辑部邮箱 ,1999年04期
- 【分类号】TU470
- 【被引频次】3
- 【下载频次】79