说明:双击或选中下面任意单词,将显示该词的音标、读音、翻译等;选中中文或多个词,将显示翻译。
您的位置:首页 -> 句库 -> 失稳判据
1.
Study on the Criterions of Slope Stability Analysis with Shear Strength Reduction Method and the Computation of the Slope Stability of the Bank at the Longtan Harbor;
强度折减法边坡稳定分析失稳判据研究及龙潭港岸坡稳定性计算
2.
Research on Failure Criterias and Critical Slip Surfaces of Rockmass Slope;
岩质边坡失稳判据及临界滑动面确定方法研究
3.
Discussion on criteria for evaluating stability of slope in elastoplastic FEM based on SSR technique
强度折减有限元法土坡失稳判据分析均质土坡
4.
On the Instability Criteria of Submerged Floating Tunnel under the Action of Sea Current
洋流作用下水中悬浮隧道失稳判据的研究
5.
Discussion on analysis of slope instability criterion by strength reduction FEM
强度折减有限元法分析边坡失稳判据讨论
6.
On Slope Off-balance Basis Based on ABAQUS Strength Decreasing Algorithm
基于ABAQUS的强度折减法边坡失稳判据研究
7.
Analysis the slope destabilization criterion study with finite element strength reduction method
有限元强度折减法分析边坡的失稳判据研究
8.
Study of Finite Element Analysis on Slope Stabilization and Failure Criterion under Different Model
不同本构模型下边破稳定性的有限元分析及其失稳判据的研究
9.
Study on Failure Criterion of Slope Stability Analysis by Strength Reduction Finite Element Method
土坡稳定分析有限元强度折减法的失稳判据探讨
10.
Criterion for Destabilization of Regular Indium Fibrous Growth in Directionally Solidified Al-17.5In Monotectic Alloy
Al-17.5In偏晶合金定向凝固规则第二相纤维的失稳判据
11.
Calculation of the allowable variation of transverse profile for cold rolled strips based on the buckling criterion
基于屈曲失稳判据的冷连轧断面形状可变域求解
12.
Deformation failure characters and instability criterion of abutment rock slope in Heihe reservoir
黑河水库坝肩岩质边坡变形破坏特征及失稳判据
13.
Discussion on Destabilization Criteria of Finite Element Strength Reduction Method in Slope Calculation
有限元强度折减法在边坡计算中失稳判据的讨论
14.
Dynamic Analysis and Energy Criterion of Coal and Rock Mass in Heading Face
掘进工作面煤岩失稳的动态分析及能量判据
15.
Criteria for the Plastic Energy Catastrophe of Rockmass Engineering Instability and Their Application
岩体工程失稳的塑性能突变判据及其应用
16.
Cusp Catastrophe Model for Slope Critical Failure
以尖点突变模型为边坡临界失稳的判据研究
17.
Study on plane instability model and failure criterion of horizontal-strata landslide
近水平地层滑坡平面失稳模型与破坏判据研究
18.
Development of Stability Criteria for Rock Mass Surrounding a Tunnel under Different Failure Modes
不同变形失稳模式下隧道围岩稳定性判据研究的进展