模糊临界失稳强度,Fuzzy buckling critical strength
1)Fuzzy buckling critical strength模糊临界失稳强度
2)critical strength in buckling临界失稳强度
1.Application the reliability design theory and methods basis on random-fuzzy probability model,it is quantitative analyzed that reliability range of virgincritical strength in buckling of cylinder during pressure test and normal operation.在分布参数为区间界限限定时,应用基于随机-模糊概率模型的可靠性设计理论与方法,从控制钢制外压薄壁圆筒临界失稳强度在压力试验和正常操作时模糊可靠度范围的角度,对其试验压力系数和稳定系数进行了探索。
2.The researching results show that: DFor the fuzzy reliability range ofcritical strength in buckling for steel thinness wall cylinder, the range should be 0.基于随机-模糊概率模型,定量分析了钢制薄壁圆筒临界失稳强度的模糊可靠度、稳定系数与外压试验压力系数之间的关系。
英文短句/例句
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 AlloyAZ31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
相关短句/例句
critical strength in buckling临界失稳强度
1.Application the reliability design theory and methods basis on random-fuzzy probability model,it is quantitative analyzed that reliability range of virgincritical strength in buckling of cylinder during pressure test and normal operation.在分布参数为区间界限限定时,应用基于随机-模糊概率模型的可靠性设计理论与方法,从控制钢制外压薄壁圆筒临界失稳强度在压力试验和正常操作时模糊可靠度范围的角度,对其试验压力系数和稳定系数进行了探索。
2.The researching results show that: DFor the fuzzy reliability range ofcritical strength in buckling for steel thinness wall cylinder, the range should be 0.基于随机-模糊概率模型,定量分析了钢制薄壁圆筒临界失稳强度的模糊可靠度、稳定系数与外压试验压力系数之间的关系。
3)critical unstable modes临界失稳模式
1.Prediction ofcritical unstable modes for power system based on manifolds transformations;基于流形变换的电力系统临界失稳模式预测
4)lowest critical load临界失稳
5)destabilization critical force失稳临界力
1.It mainly researches two boundary conditions of one end fixed,one end free and one end fixed,one end hinged,and puts forward the calculation equation fordestabilization critical force for the designer s reference.主要研究了一端固支一端自由和一端固支一端铰结2种边界条件情况,提出了失稳临界力的计算公式,供设计人员参考。
6)critical point of instability失稳临界点
1.The ferroconcrete\"s average temperature differences each 1 cm of different sectional dimensions at different time were deduced based on the nomogram of thermal field,and the reinforced concrete member\"scritical point of instability at high temperature was calculated.从室内火灾温度的发展过程对钢筋混凝土建筑承重构件的影响出发,初步分析了钢筋混凝土建筑承重构件内部不均匀温度场的形成及其各项性能指标的变化情况;介绍了高温下钢筋、普通混凝土及钢筋混凝土构件的力学性能;利用温度场计算图表推算出不同截面钢筋混凝土在不同受火时间每隔1 cm的内部平均温差,并进一步计算得到钢筋混凝土构件在高温下的失稳临界点。
延伸阅读
模糊1.亦作"模胡"。 2.不分明;不清楚。 3.谓草率，马虎。 4.混淆。
