, creep, viscoplasticity, etc.) or transient load steps only.
蠕变和粘塑性等。
, creep, viscoplasticity, etc.) or transient load steps only.
蠕变和粘塑性等。
In this paper,stability of soil foundation is simulated by means of analytical limit analysis in which generalized viscoplasticity is introduced by augmented Lagrangian technique.
通过增广拉格朗日法将广义粘塑性引入析,对土质地基的稳性进行模拟。
声明:以、词性类均由互联网资源自动生成,部未经过人工审核,其表达内容亦不代表本软件的观点;若发现问题,欢迎向我们指正。