弹性抗力,elastic resistance
1)elastic resistance弹性抗力
1.Foundationelastic resistance is generally a distribution force, its distribution law can not be obtained under static ballance condition frequently.地基弹性抗力一般都是分布力，其分布规律往往不能用静力平衡条件求得。
英文短句/例句
1.ANALYSIS OF SHIELD LINING INTERNAL FORCES DESIGN BASED ON SOIL LAYER ELASTIC RESISTANCE土层弹性抗力盾构衬砌内力计算分析
2.And also the calculating method of elastic resistance coefficient is put forward.提出弹性抗力系数计算方法这一思路。
3.EXPERIMENTAL RESEARCH ON ELASTIC RESISTANT COEFFICIENT,DEFORMATION AND COMPRESSIVE MODULI OF SURROUNDING ROCK IN LARGE-SECTION LOESS TUNNEL大断面黄土隧道围岩弹性抗力系数、变形模量与压缩模量试验研究
parative Research on the Nonlinear Static and Dynamic Structural Analysis of R/C Frame;框架结构静力与动力弹塑性抗震分析对比研究
5.Modified Method for Seismic Performance Evaluation to Pushover Analysis对静力弹塑性分析的抗震性能评价方法的改善
6.Dynamical elastic-plastic analysis and structural seismic capacity evaluation of municipal solid waste incineration and power generation plant厂房结构弹塑性动力分析与抗震性能评估
7.The Evolution of Stress-wave in an Elastic Bar with Continuously Varying Wave Impedance应力波在波阻抗连续变化的弹性杆中的演化
8.Elastic-plastic Dynamics and Aseismic Design Theory of Steel Structures钢结构弹塑性动力学及抗震设计理论研究
9.Circular Arch Element on Elastical Ground Considering Both Normal And Tangential Resisting Forces同时考虑切、法向抗力的弹性地基园拱单元
10.Application of Static Push-over Analysis to the Super-High Building Structures;静力弹塑性分析在超限高层结构抗震中的应用
11.Application of static elastic-plastic method on building structural seismic design静力弹塑性分析方法在结构抗震设计中的应用
12.The methods and steps of anti-seismic structure Static Push-Over Analysis抗震结构静力弹塑性分析的方法及步骤
13.HYSTERETIC BEHAVIOR OF BUCKLING-RESTRAINED STEEL PLATE SHEAR WALL防屈曲钢板剪力墙弹塑性抗剪极限承载力与滞回性能研究
14.Application of Nonlinear Static and Dynamic Analysis to the Super-High Building Structures;静力与动力弹塑性分析在超限高层建筑结构抗震设计应用的研究
15.Nonlinear Time History Analysis of Prestressed Concrete Frame Beams and Suggestions for Anti-Seismic Design预应力混凝土框架弹塑性动力时程分析及抗震设计建议
16.crushing strength at elastic limit弹性极限的抗压强度
17.Research of Static Nonlinear Method Apply to the Seismic Behavior Assessment of Existing Building Structures;静力弹塑性法在既有建筑结构抗震性能评估中的应用研究
18.Analysis of Seismic Behavior of Abode Wall based on Static Elastic-plastic FEM Caculation基于静力弹塑性数值计算的素土坯墙体抗震性能分析
相关短句/例句
Elastic resisting force弹性抗力
1.Having calculated the elastic resisting force of earth, the unified calculation is given to both the superstructure and substructure of the many-span hingeless arch bridge or continuous rigid frame bridge.将土、基础及上部结构物视为一个整体，在计入土的弹性抗力后对多跨无铰拱和连续刚构的上下部结构进行联合计算，并给出了算例，可供设计参考。
3)elastic-reaction method弹性抗力法
1.A simplified method is proposed to consider the effect of earth berm on the retaining pile based on the principle ofelastic-reaction method.在此基础上,基于弹性抗力法,结合天津市一些工程经验,建立了考虑反压土影响时支护结构内力和变形的计算方法,并结合工程实例进行比较分析。
2.This method is easy to use manually as in rigid pile method and takes into account the pile flexibility as inelastic-reaction method as well.以刚性桩法为基础理论和计算模型、弹性抗力法的计算结果为挠曲修正，首次提出一种既便于手算，又能考虑墙身挠曲变形的墙顶位移修正算法。
4)beam-spring model弹性抗力法
1.A method based onbeam-spring models was proposed for the design of braced retaining structures with double-row piles.基于弹性抗力法提出了适合深基坑带撑双排桩支护结构的实用计算方法,编制了计算程序,对某工程实例进行分析,通过与实测数据的对比验证了该实用方法的合理性,并分析了带撑双排桩支护结构的主要影响因素。
2.A model based onbeam-spring models is proposed for the design of retaining structure.本文采用平面应变有限元法对带撑式双排桩支护结构的性状展开了较深入的研究,并提出了一个基于弹性抗力法的实用计算方法。
5)elastic reaction method弹性抗力法
1.Theelastic reaction method was used in calculation.计算采用弹性抗力法，并对土压力、水压力、支护结构变形、支撑系统变形以及周围地表沉降等项目进行了观测。
2.On the basis ofelastic reaction method,intemal force and deflection of uprightretaining structure in MIP has been analyzed,and several conclusions are drawn so that theywould do better for engineering application.利用弹性抗力法对自力式深层搅拌桩支护结构的内力及变形进行了分析，得出了对工程实际有意义的几是结
6)elastic sag resistance弹性减退抗力
1.This paper studies theelastic sag resistance of a low carbon martensite spring steel 35Si2CrVB developed recently and points that cyclic softening of spring under working is the cause of elastic sag,also considers thatelastic sag resistance can be valued through dynamic mechanical properties.对新研制的低碳马氏体弹簧钢 35Si2CrVB的弹性减退性能作了研究 ,指出弹性减退的本质是弹簧在服役过程中的循环软化 ,材料的动态屈服强度σ′0 2 ,动态屈强比σ′0 2 /σb 和σ′0 2 /σ′0 2 可作为评定材料弹性减退抗力的重要的力学指标。
延伸阅读
弹性抗力弹性抗力elastic resistancetanxing kangli弹性抗力(elastie resistanee)地下建筑物四周的围岩因抵抗衬砌向外变形而产生的作用于衬彻外壁的力。弹性抗力能帮助衬砌分担部分荷载，对衬砌是有利的。弹性抗力只有在岩石比较坚硬，衬砌与岩石结合得相当紧密时才能考虑它的作用。此外，围岩还应有一定厚度，能承受所分担的荷载(有压隧洞的埋深小于三倍开挖洞径时，不宜考虑弹性抗力)。弹性抗力的大小及分布与围岩的性质和构造、神沏的施工工艺与方法、岩体应力的大小及方向、衬砌的材料及断面刚度等有关。确切地计算弹性抗力的大小是比较困难的。工程界仍沿用1867年文克尔(E.Winkler)提出的假定基本形式，即P一k·少式中P为衬砌所受的弹性抗力(公斤/厘米2);k为月岩的弹性抗力系数(公斤/厘米“);y为衬砌外壁向外的法向变位(厘米)。由于衬砌变形及所受的抗力与开挖的洞径有关，一般常用单位抗力系数k。来表示围岩的抗力特性。k0表示开挖半径为1米时的弹性抗力系数，它与实际断面的抗力系数有下列关系:k一~l丝乡R式中R为实际断面的开挖半径(厘米)。该计算方法仅适用于各向同性、无限连续介质中承受均匀内水压力的圆形隧洞，否则k值将不再是常量。由于弹性抗力的大小及分布与衬砌的位移直接有关，计算繁复，易发生差误。作为边值问题采用数值解法进行衬砌计算，可不必事先假定弹性抗力的分布，但仍要确定k值。随着有限单元法及电子计算机的发展与应用、提供了不再用k值计算弹性抗力的技术条件。(杨文祥)
