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 virgin critical 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 of critical 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 of critical 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
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 for destabilization 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\'s critical 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。
补充资料：模糊
1.亦作"模胡"。 2.不分明;不清楚。 3.谓草率，马虎。 4.混淆。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条