介绍了三维塑性极限分析下限法的基本原理。
This paper describes the lower bound theory of 3-d plastic limit analysis.
简要介绍了有限元塑性极限分析下限法、刚体极限平衡法的原理。
In this paper the basic theory of lower bound analysis using finite elements and limit-equilibrium method are introduced briefly.
采用极限分析下限原理求解了岩土工程中基础的极限载力和边坡的安全系数。
Safety factors of slope stability analysis and limit bearing capacities of footings were solved by adopting lower bound theorem of limit analysis.
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