岩锚吊车梁结构稳定计算所普遍采用的方法有刚体平衡法和有限单元法。
The methods of calculation for the structural stability of rock-bolted crane girder include the rigid equilibrium method and the finite element method.
随着研究的深入，不少分析、研究人员认识到刚体极限平衡法是一种不严密的可动解求解过程。
With the going deep of the research work, many researchers have realized that Rigid Body Limit Equilibrium Method is an imprecise moveable solution calculating process.
比较了有限元法和刚体极限平衡法的优缺点。
It compares the rigid limit equilibrium method with the finite element method.
通过分析研究，按平面、空间刚体极限平衡法对岩墙进行稳定计算；
Plan and space rigid limiting equilibrium method is applied to calculate the stability of anchored rock wall.
对潜在危险边坡利用刚体极限平衡法求出了不同工况下的安全系数。
The safety factor of some dangerous slopes are calculated by rigid limiting equilibrium method for coMParison.
采用三维刚体极限平衡法对小湾电站进水口边坡进行了稳定分析与加固方案优化。
Based on the 3d rigid limit equilibrium method, the stability of the intake slope of Xiaowan Hydropower Station is analyzed; and the reinforcement scheme is optimized.
确定了滑动面的位置和形式，然后用刚体极限平衡法计算安全系数。
We get the form and position of failure surface, and then calculate factor of safety with general limit equilibrium method.
本文综合应用刚体极限平衡法和有限单元法分析和评价了该边坡的稳定性。
By use of limited equilibrium and finite element method, the stability of right bank slope was evaluated.
利用多刚体极限平衡法对最危险滑块进行校核，进一步确定工程的稳定安全性，为施工加固提供依据。
Using multi-block limit equilibrium method, this thesis studied the most dangerous slip body on left bank again, providing additional verification of its safety behavior.
第一种方法是采用传统的安全系数法-刚体极限平衡法，求得的安全系数能满足规范要求。
The first method is USES traditional the security method - rigid body limit zero-method, obtains the safety coefficient can satisfy the standard request.
理论研究方法有拱梁分载法、刚体极限平衡法、变形体法、可靠度理论等。
The theoretical research approaches involve arched girder load split process, rigid-body limiting equilibrium process, plasmodium process, reliability theory, etc.
最后着重讨论边界可能的组合形式，利用刚体极限平衡分析法对杨房沟坝肩抗滑稳定进行评价。
Finally, possible combinations of boundaries and anti-sliding stability of Yangfanggou dam abutment rock mass are evaluated using rigid limit equilibrium analysis method.
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.
利用刚体极限平衡法、有限元强度折减法对加固后的边坡进行了稳定性分析，计算发现，加固后，边坡的安全系数有较大程度提高，边坡处于稳定状态。
The stability of slope was calculated using SlopeCAD and strength reduction FEM after reinforced, the safety factor is large than 1 and slope is stable.
利用刚体极限平衡法、有限元强度折减法对加固后的边坡进行了稳定性分析，计算发现，加固后，边坡的安全系数有较大程度提高，边坡处于稳定状态。
The stability of slope was calculated using SlopeCAD and strength reduction FEM after reinforced, the safety factor is large than 1 and slope is stable.
应用推荐