1) 3-D SFEM
三维随机有限元
1.
Based on this method,3-D SFEM and reliability formula are presented and reliability of a joint rock slope is calculated to illustrate the influence of the interval and direction of joints distribution on relia.
将具有一组节理的三维节理岩体视为横观各向同性材料，考虑岩体的弹模、节理的间距、节理方位、节理刚度系数Ｋ＿ｎ、Ｋ＿ｓ以及节理岩体抗力参数（含岩石和节理面的抗力参数）的随机性，采用Ｒｏｓｅｎｂｌｕｔｈ方法确定弹性参数的统计量，推导出了相应的三维随机有限元及可靠度计算公式，文末计算了某节理岩体边坡的点可靠度，并以此说明了节理间距和节理方位的随机性对可靠指标的影响。
2) stochastic finite element method
随机有限元
1.
A new Monte-Carlo stochastic finite element method;
一种新的蒙特卡罗随机有限元方法
2.
Probability analysis of seepage failure of embankments based on stochastic finite element method;
基于随机有限元的堤防渗透失稳概率分析
3.
Structural robust design based on perturbation stochastic finite element method;
基于随机有限元的非线性结构稳健性优化设计
3) SFEM
随机有限元
1.
Application of SFEM to reliability analysis of reinforced concrete massive structures;
钢筋混凝土随机有限元在非杆系结构可靠性分析中的应用
2.
Analyzing Sensitivity of Structure Response Based on SFEM;
基于随机有限元方法的结构响应灵敏度分析
3.
The Risk Analysis of Seepage Stability on the Basis of SFEM and Research of the Reinforcement Strategy;
基于随机有限元的堤防渗透失稳风险分析及除险加固策略研究
4) stochastic finite element
随机有限元
1.
Analysis on the reliability of the arch dam abutment stability based on stochastic finite element;
基于随机有限元的拱坝坝肩稳定可靠度分析
2.
Reliability analysis of fatigue and fracture based on stochastic finite element method;
基于随机有限元法的疲劳断裂可靠性分析
3.
Perturbation stochastic finite element method for reliability analysis of settlement of shallow foundations;
浅基础沉降可靠性的摄动随机有限元法
5) Random finite element
随机有限元
1.
According to the″loading-structure″modeland by random finite element method,the statistical features of loading effect on the structure are ob-tained.
本文运用近景摄影的方法，取得隧道开挖轮廓的实测资料，从而获得衬砌厚度的实态数据；根据“荷载──结构”模式和随机有限元方法，求得结构荷载效应的统计特征，分为承载能力极限状态和正常使用极限状态两种情况编制相应的求解衬砌结构可靠度的程序，求出可靠指标β。
6) stochastic FEM
随机有限元
1.
The mean and square difference of structure natural frequency is obtained based on the stochastic FEM formulation of structure vibration .
利用随机有限元理论建立结构振动的概率有限元计算公式系统,得出结构固有频率的均值及其方差;根据模糊集合理论的基本原理,在结构振动的可靠性分析中引入共振失效的模糊定义,指出共振准则具有模糊性。
2.
The reliability of welded structures with shallow and deep cracks were calculated by using three dimensional stochastic FEM.
在结构可靠性计算中 ,采用自行编制的基于摄动理论的三维随机有限元程序 ,就焊接残余应力对结构可靠性的影响进行了计算 ,并讨论了断裂韧度、外载荷、裂纹尺寸三个随机变量的变异对结构可靠性的影响。
3.
In this paper,the basic stochastic FEM equations are developed and used to analyse the raliabity of a motorbike frame structure.
推导了随机有限元的基本方程并编制了计算机程序。
补充资料：有限记忆随机点过程
有限记忆随机点过程
ed memory stochastic point process with limi-
有限记忆随机点过程lst曲as康训加t碑戊ess初thl诵i-tedlr比n.ry;c“y伟浦妞u蓝To呵e巧“u认nPo双eee eo「pa-““呵e“HuM noc几e月e益cTB“eMI 一个由一列随机变量毛t，}， 一
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