内部稳定性分析,interior stability analysis
1)interior stability analysis内部稳定性分析
英文短句/例句
1.Interior Stability Analysis of Soil-Nailed Wall based on Tabu Search Algorithm土钉墙内部稳定性分析禁忌搜索算法
2.Stability of some completed arch dams both at home and abroad are also analyzed.分析了国内外部分已建拱坝的抗屈曲稳定性。
3.Analysis on the Evolution of Enterprise Internal Stability Based on Mutual Catalysis基于互催化的企业内部稳定性的演化分析
4.STABILITY ANALYSIS OF LOCAL THINNED SHALLOW SPHERICAL ROOF OF STORAGE TANK局部减薄储罐拱顶非线性稳定性分析
5.Nonlinear Stability Analysis on Partial Double-Layer Spherical Reticulated Shell;局部双层球面网壳的非线性稳定分析
6.Stability Analysis for the West Dump Landslide of Yong-Ping Copper Mine;永平铜矿西部排土场边坡稳定性分析
7.Axial Buckling Analysis for Pile Elastically Fixed at Top and Fixed at Bottom顶部弹性嵌固、底部嵌固桩的稳定性分析
8.Analysis of Stability and Study on Control for Dynamic Systems with Respect to Partial State Variables;动力系统部分变量的稳定性分析与控制研究
9.Analysis for In-plane Overall Stability and Spatial Performance of Light Steel Structure with Portal Frames;轻型门式刚架平面内稳定性能及空间性能分析
10.Linear Stability Analysis of Thermocapillary Convection in Annular Pools环形液池内热毛细对流的线性稳定性分析
11.Local Stability of Web of Castellated Beams under Uniform Moment;纯弯状态下蜂窝梁腹板的局部稳定性分析
12.Elastic Stability Analysis of the Top-outrigger-braced Frame-Tube Structures;顶部带伸臂的框架—筒体结构的弹性稳定分析
13.Application of Block Theory to the Stability of Rock Mass Surrounding Closely-Spaced Tunnel小间距隧道围岩局部稳定性的块体理论分析
14.Stability Analysis on-693m Level Insulating Pillar of Deep Excavation of Chambishi Copper Mine谦比希深部开拓-693m水平隔离矿柱的稳定性分析
15.Local Stability Analysis of a Predator-prey Model with Time Delay一类具有时滞的捕食系统的局部稳定性分析
16.An Evaluation of the Slope Stability in the East of Gansu Province甘肃东部地区斜坡稳定性动态聚类分析评价
17.Analytical model and stability of surrounding block rock mass around deep tunnels深部巷道块系围岩分析模型及稳定性探讨
18.NUMERICAL ANALYSIS AND RESEARCH ON SURROUNDING ROCK STABILITY OF LATERAL KARST CAVE TUNNEL侧部岩溶隧道围岩稳定性数值分析与研究
相关短句/例句
Internal stability analysis内部稳定分析
3)internal stability内部稳定性
1.With the discussion of theinternal stability of soil nailing,a systematical parametric study is carried out in this paper by virtue of a numerical analysis program and the orthogonal test method.在对土钉支护内部稳定性分析和讨论的基础上,利用以简化Bishop法为计算模型编制的计算机分析程序和单指标多因素的正交试验分析方法,通过合理安排各参数水平组合,对影响土钉支护内部稳定性的参数进行了敏感性分析和评价,并在此基础上探讨了增强土钉支护稳定性的相关措施。
2.This paper expounds the operation mechanism,the design method,the items needing attention in the construction and the technical requirements of reinforced earth retaining wall,and connecting with the design of the airdrome road,provides the calculating method for theinternal stability.简要叙述了加筋土挡墙的作用机理、设计方法、施工注意事项及技术要求,并结合机场大道设计给出内部稳定性计算方法。
3.In order to perfect the reliability design method of reinforced embankment,Monte-Carlo method was adopted to analyze the relations between the design parametric random variables andinternal stability reliability index of reinforced embankment.通过数值计算发现,密度越小,粘聚力、内摩擦角、筋材抗拉强度和筋土似摩擦系数越大,加筋土路堤内部稳定性越好,加筋土路堤内部稳定可靠指标对设计参数变异性均较敏感,除内摩擦角外,其余设计参数的不同概率模型以及不同公路等级设计荷载对加筋土路堤内部稳定性影响不大。
4)partial stability部分稳定性
1.Several stabilizing controllers are constructed based on thepartial stability theory of Lyapunov and the property of M-matrix; and some of these stabilizing controllers are only related to partial state variables.利用Lyapunov部分稳定性理论和M2矩阵的性质,构造出了几个镇定控制器,其中一些控制器仅与系统的部分状态变量有关,所构造的控制器可确保反馈后的闭环系统是部分渐近稳定的,所得结论推广了有关文献中的相应结果。
2.In this paper,partial stability of the two classes of large-scale systems are discussed, where isolated subsystems are linear and nonlinear non-autonomous, respectively.研究了孤立子系统分别为定常线性和非线性非自治系统的两类大系统的部分稳定性。
5)stability analysis稳定性分析
1.Deformation feature andstability analysis of the Xiyuanling 410-380 slope in Dexing copper mine;德兴铜矿西源岭410-380边坡变形特征与稳定性分析
2.Tailing damstability analysis based on structural confidence level;基于结构可靠度指标的尾矿库坝体稳定性分析
3.Method of neural network in thestability analysis of loess slopes;黄土边坡稳定性分析的神经网络方法
6)analysis of stability稳定性分析
1.Numerical Simulation and Analysis of Stability of the No.1 Tailing Dam in Chaihe,Tieling City铁岭柴河1~#尾矿坝数值模拟及其稳定性分析
2.Theanalysis of stability of underwater rock slope is very important to the practical engineering, for example, when the Three Gorges reservoir is builded, many natural and artificial rock slopes will be drown, then the stability of these slopes will reduce.水下岩质边坡的稳定性分析在工程实践中具有十分重要的现实意义,如三峡水库蓄水后,大量原本位于水面以上已趋于稳定的自然或人工岩质边坡就将被淹没,导致边坡稳定性降低,并由于水的压力,水的冲击,水的渗流,水的侵蚀等综合作用,将对水下岩质边坡的稳定性带来大量的不确定性。
延伸阅读
边坡稳定性系数分析边坡稳定性系数分析parameter analysis for slope stabilitybianPO wendingx一ng xishu fenx-边坡稳定性系数分析(parameter analysis forslope stability)考察影响边坡稳定性系数的各个参数的变化范围，分析稳定性系数随这些参数变化而发生的变化。滑动型的破坏是边坡破坏中最常见的一种大规模的破坏。若某个边坡可能发生滑动破坏，则其稳定程度可用稳定性系数(或称安全系数)F表示。。CA+(Weos必P一U一Vsin舟)tan乡 F一二一二气示一声一一-不一一于‘二二一 Wsin介+Veos必PA一(H一Z)eosee必P。一合、Z，‘H一z’一‘·二一音ymz幕w一冬，二2{仁1一(县)2〕eot必一eot，f}2’“t“、H产沪““”‘’~”’式中H为坡高;必f为坡面角;必P为滑面倾角;Z为张裂缝深度;A为滑面长度;W为滑体重量;y为滑体容重;ym为水的体重;Zw为张裂缝中的水深;U为滑面上水的托举力;V为张裂缝中的水推力;C为滑面的粘强度;笋为滑面的摩擦角。公式F中，难以准确确定的是C、Z、U、V值，尽管最终只能用它们较合适的某个值算出一个F，并为可接受的F规定一个允许的界限，但在涉及与技术和经济决策关系重大的边坡时，需要进行F值的灵敏度分析，即研究F值随各参数在一定合理范围内变化而变化的规律。习惯上多采用单因素分析法来考察这种关系，例如测得的C值可能在一定范围内变化，固定其他参数而改变C，可得到F与C的关系曲线如图，这种曲线称为F对C的灵敏度曲线。借助这类曲线可发现F对那个参数最敏感，从而对那个参数进行更仔细的研究和测试，也可发现所论边坡对参数究竟灵敏到何种程度，这些数据可供作决策时参考。，40『一一一一门1 .30卜/l喝___l/I 1、20卜/l 1 .10卜护产l100(.一:.:...} 0 .1 02 03 0.4C 灵敏度曲线近年来己开始对这类参数的变化进行统计研究并用分布函数对它们进行描述，从而确定性分析发展为随机分析，于是可靠性分析就进人了边坡工程分析之中，并有代替灵敏度分析的趋势。 (廖国华)
