摘要
基于岩土工程中土性复杂性、空间性和边界无限元特性,提出一种三维随机场离散的综合法,对地基建立随机有限元—无限元耦合模型进行基础沉降计算分析,结果表明该法更切实际。
Based on the complexity of the soil mechanical parameters, the spatial, infinite far of boundary in soil engineering, it put forwards a comprehensive method of the discretion to 3D random fields. This method is more accurate with the number analysis and reliability analysis of the foundation, which brings forward a mode of a stochastic finite and infinite element coupling method.
出处
《山西建筑》
2007年第26期12-13,共2页
Shanxi Architecture
基金
陕西自然基金支持项目
关键词
随机场
离散
随机有限元
地基沉降
random field, discretion, stochastic finite element, foundation settlement