摘要
敏感性分析是目前结构分析计算中解决多参数辩识问题的主要方法。文中以能较好模拟土体非线性力学行为的Duncan-ChangE-B模型为基础,通过算例分析认为Duncan模型参数对位移的敏感性除了有几何效应外,还受到荷载效应的影响和自身取值效应的影响。
The analyses on sensitivity of model's parameters has been recognized as a main method in the analysis of structure constructionIn this paper,the DuncanChang EB model was used to stimulate the nonlinear mechanical behavior of soilApplication in an example show that the on sensitivity Duncan model's parameters is influenced not only by position,but also by load and self values
出处
《中国港湾建设》
北大核心
2003年第4期30-33,共4页
China Harbour Engineering
关键词
邓肯模型
参数敏感性
几何效应
荷载效应
自效应
Duncan model
parameter sensitivity
position effect
load effect
self values effect