Chinese translation for "刚体极限平衡法"

limit equilibrium method for rigid block

Related Translations:

刚体:  [物理学] rigid body◇刚体动力学 [力学] rigid-body dynamics; dynamics of rigid bodies; 刚体力学 geostatics; 刚体运动 rigid motion; 刚体运动学 rigid body kinematics

类刚体:  quasi-rigid

刚体动力学:  dynamics of rigid bodiesgeostaticsrigid body dynamicsrigid dynamicsrigid-body dynamicsrigiddynamics

刚体运动:  displacementrigid body motionrigid motionrigid-body motion

刚体转动惯量:  solid moment of inertia

完全刚体:  perfect rigid bodyperfectly rigid body

纯刚体:  purely rigid body

刚体运动学:  kinematics of rigid body

刚体力学:  dyanmics of rigid bodygeostaticsmechanics of rigid bodiesmechanics of rigid bodyrigid body

刚体仿真:  rigid body dynamics simulation rbd simulation

Example Sentences:

	1.	In the direct method , safety factor is evaluated using computer program written in fortran language based on rigid limit equilibrium equation 在直接法里，安全系数由自编的基于刚体极限平衡法的fortran程序来评价。
	2.	( 5 ) introduced the shear strength theory of unsaturated ~ oil , program for checking the stability of rock slope under the influence of surface infiltration is worked out by using the limit equilibrium method 引入非饱和土的抗剪强度理论，运用刚体极限平衡法，研制出了地表入渗影响下的岩坡稳定性验算程序。
	3.	In this paper , author has a summary to method of stability of arch dam abutment , research method of limited rigid body equilibrium and nonlinear fem simulation analysis for arch dam designs based on ansys 本文对拱坝坝肩稳定分析方法进行概述，较为深入的研究了刚体极限平衡法，以及非线性有限元在ansys中的运用。
	4.	Then , were discussed the methods of stability analysis including the stability criterion of arch dam and its abutment , with attention being focused on rigid limited equilibrium method and fem and the comparison of their advantages and disadvantages 接着，探讨比较了拱坝坝肩稳定分析方法，重点介绍了刚体极限平衡法和有限元法，比较了它们的优缺点，简单论述了坝肩稳定的失稳判据。
	5.	Moreover limit equilibrium methods of stability analysis of soil slope are used for evaluating integral stability of roadbed . in this paper a lot of hidden trouble in this project is pointed out , and some advices of solving these problem are also given 此外，论文本着系统全面地对粤肇高速公路的典型现场工况进行综合分析的原则，还采用刚体极限平衡法对部分剖面的边坡整体稳定性进行了评价。
	6.	Because of limit that invisibility and discommodious in anciently program , based on the method of limited rigid body equilibrium , using visual program language vb and connect autocad , realize plane and solid programme of abutment analysis of arch dam , provide alternation interface for designer . presently , our country constructing and will construct high 300m arch dam , it is important to judge security based on nonlinear fem analysis . basic theory of nonlinear fem analysis and its realization in ansys were studied 针对传统程序的存在问题，非直观、不易操作特点，以刚体极限平衡法为基本分析方法， visualbasic作为操作平台，结合autocad图形软件，完成了刚体极限平衡法二维、三维坝肩稳定分析程序设计，使之具有直观性，可视性、易操作性，为设计人员提供了具有友好界面的工程使用软件目前我国西部在建和将建一批300m级的高拱坝，运用有限元方法计分析拱坝稳定性、评判大坝安全度十分有必要。
	7.	With researching deeply , some geotechnical researcher had been understood that the rlem which is mobility solving method is inaccurate . many scholars have done much works in researching on the error - range using the parallel analysis between rlem and others methods in some huge projects . however , it is not reported about the systemic and numerical analysis of this error range and mechanics mechanism 刚体极限平衡法作为各行业的规范指定方法，一直被工程设计人员普遍采用，随着研究的深入，不少分析研究人员均认识到刚体极限平衡法是一种不严密的可动解求解过程，存在较大的偏差，已有不少学者对这一方法在一些重要工程中应用的误差进行过对比分析研究，然而对这一方法的误差范围与其力学机理的系统量化分析研究尚未见报道。
	8.	In this paper , based on the analysis of the rlem of theory foundation , computing method , preference , applicability , etc , we anatomized the rlem of three self - deficiencies and six scarcities . moreover , we adopted the parallel ways of contrasting the rlem with the fem and applied it to analyzing the impact of slide block of elasticity and plasticity , slip surface of coefficient and slip bed of elasticity , plasticity upon the stability of slope and in the plain linearity slope , the plain refracted line slope and the plain arc slope . in addition , we discussed the warp of between the lem of ( sarma , janbu , order , bishop , morgenstera - price , etc ) and the fem of result and the distributing of positive stress and shear stress on the slip surface 本文从剖析刚体极限平衡法的理论基础、计算方法、参数选取、适用条件等方面入手，剖析了刚体极限平衡方法的3点自身缺陷和6点不足，并在此基础上采用了刚体极限平衡法(平面滑动破坏法、 sarma法、传递系数法、普遍条分法、 janbu法、 bishop法、 morgenstern - price法)与大型有限元法对比研究的方法，分析研究了平面直线型滑坡、平面折线型滑坡、平面圆弧型滑坡在渐进破坏中边坡的滑体弹塑性参数、滑面塑性参数) 、滑床的弹塑性、以及极限平衡法无法考虑开挖应力释放等因素对边坡稳定性的影响与滑动面上的正应力、剪应力分布规律、安全系数的解答的差异。
	9.	For the slope stability problems , many evaluating theories and numerical analyzing techniques have been brought forward in the recent years , which could be categorized into several species including the rigid - body limited equilibrium method , the theory of deformation - body , theory of deformation - seep coupling and other new theories and ways about slope stability analysis 对边坡稳定性问题,几十年来提出了多种分析评价理论和数值分析方法。大致可归结为刚体极限平衡法、变形体理论、变形与渗流耦和理论以及边坡稳定分析的新理论和新方法。
	10.	The study shows that the deck excavation schemes is good than the bench stoping schemes by calculation of limit equilibrium method and the sliding mass to the excavation the slide up to el 790m is in stabilization under vii earthquake intensity with there dimensional finite element method by means of computer simulation and calculation . , 研究结论是，从刚体极限平衡法的计算结果分析，台阶式开挖方案和整体开挖方案比较，整体开挖方案比较明显要好于台阶式开挖方案。为了保证工程的安全性，同时兼顾工程开挖措施的经济性，建议重点考虑开挖高程为790m的整体开挖方案。

Similar Words：

"刚体导引机构" Chinese translation, "刚体的主轴" Chinese translation, "刚体定点运动" Chinese translation, "刚体动力学" Chinese translation, "刚体仿真" Chinese translation, "刚体解算器" Chinese translation, "刚体金属导管" Chinese translation, "刚体救生筏" Chinese translation, "刚体空间" Chinese translation, "刚体类似物技术" Chinese translation