In this research, The applicability of FLAC (Fast Lagrangian analysis of Continua) in stratified rock slope analysis is demonstrated.
本文的研究工作，实现了快速拉格朗日方法在分析层状岩质边坡中的应用。
Lagrangian analysis method plays an important role in studying dynamic mechanics performance material, especially material constitutive relation.
拉氏分析方法在研究材料的动态力学性能特别是本构关系方面具有重要作用。
A modified Lagrangian analysis was adopted to study the dynamic mechanical behavior of rate-dependent materials based on particle velocity profile measurement.
采用改进的基于质点速度波形测量的拉格朗日分析方法，研究了率型材料的动态力学性能。
Using Lagrangian analysis method, a 3-dof multi-axle steering vehicle model is established, which considers steering system stiffness, cornering stiffness and power steering system.
利用拉格朗日分析力学体系，推导了考虑转向系统刚度、轮胎侧偏刚度和转向助力等因素的线性多轴转向车辆的三自由度普适动力学方程。
In this paper, by usage of Fast Lagrangian analysis of Continua, analysis the coal seam floor's stress and strain regularity influenced by the facing length and the construct stress.
利用快速拉格朗日分析方法，单因素分析了工作面斜长和构造应力对煤层底板应力应变的影响。
Then three-dimensional geological and mechanical model was established, and study of spatial deformation characteristics with FLAC-3D (Fast Lagrangian Analysis of Continua) was detailed.
并建立了相应的三维地质力学模型，应用FLAC 3D快速拉各朗日差分程序对其空间变形特征进行了详细的分析。
In order to analyze weak plane grouting effect of consequent bedding rock slope, it is simulated by numerical analysis model which is based on Lagrangian difference method.
为了分析顺层岩质边坡弱面注浆效应，采用了基于拉格朗日差分法的数值分析模型对其进行模拟。
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.
在总结了基于传统塑性理论上限法内力功的计算方法的基础上，将基于广义塑性理论的上限法应用到杨俊杰的内力功计算方法中。
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.
在总结了基于传统塑性理论上限法内力功的计算方法的基础上，将基于广义塑性理论的上限法应用到杨俊杰的内力功计算方法中。
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