1.
Research on Buckling Critical Strength Reliability of Steel Thin Wall External Pressure Vessels
薄壁外压容器临界失稳强度可靠度的研究
2.
The ceitical valueis stimulus intensity corresponding to the critical point.
临界点所对应的刺激强度为临界值。
3.
In such wells, the buckling critical load tends to be a constant with the increase of tubing length.
在水平井眼中，随着连续油管长度的增加，其临界失稳载荷趋于一个常数。
4.
The friction factor has a little effect on bucking critical load.
摩擦系数的改变对临界失稳载荷的影响不大。
5.
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
6.
Critical Strain of Load Instability Under Super-plastical Tensile Test of AZ31 Alloy
AZ31镁合金超塑性拉伸载荷失稳的临界应变量
7.
Calculation and Analysis of the Critical Buckling Pressure of PE Pipes with Surface Crack
含表面裂纹PE管道临界失稳压力的计算与分析
8.
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
9.
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
10.
DETERMINATION OF CRITICAL FIELD STRENGTH IN ELEC-TRONEGATIVE GAS MIXTURES
电负性混合气体临界电场强度的确定
11.
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
12.
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
13.
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
14.
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
15.
The Steady-state Responses and Critical Velocities of the Infinite Beams on a Viscous Foundation for a Moving Load;
移动荷载下无限长梁稳态响应和临界速度分析
16.
Stability Studies for Fast Electron Beams in Dense Plasmas
超临界密度等离子体中快电子束稳定性的研究
17.
Critical length of dynamic stability of steel structure members in high temperature condition
高温(火灾)环境下钢构件的动力稳定临界长度
18.
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