摘要
对简单算例进行了研究和验证,通过差异进化算法对含两个土层材料的弹性模量进行识别,获得了很高的识别精度和良好的收敛性能,对于进一步研究复杂地基的承载力和力学行为分析具有重要的指导意义。
This paper studied and verification simple example, through the differences evolutionary algorithm identified the elastic modulus of two soil material, got high recognition accuracy and good convergence. Had great significance to further study of complex foundation bearing capacity and mechanical behavior analysis.
出处
《山西建筑》
2011年第18期28-30,共3页
Shanxi Architecture
关键词
地基
极限承载力
有限元
差异进化
参数识别
foundation, ultimate bearing capacity, finite element, difference evolution, parameter identification