概率极限的英文

• probability limit

• "概率"英文翻译    probability; chance
• "极限"英文翻译    the limit; the maximum; the ...
• "概率极限状态设计" 英文翻译 :    probabilistic limit states design
• "控制图的概率极限" 英文翻译 :    probability limits for control chart
• "分辨率极限" 英文翻译 :    resolution limit
• "功率极限" 英文翻译 :    limit of power range; margin of power; power limit
• "频率极限" 英文翻译 :    frequency limitation
• "迁移率极限" 英文翻译 :    mobility limitation
• "蠕动率极限" 英文翻译 :    creep rate limit
• "速率极限" 英文翻译 :    rate limit
• "错误频率极限" 英文翻译 :    error frequency limit
• "单元速率极限" 英文翻译 :    crm cell rate margin
• "功率极限转弯" 英文翻译 :    power limited turn
• "晶体功率极限" 英文翻译 :    crystal power limitation
• "静态功率极限" 英文翻译 :    steady state power limit
• "起飞功率极限" 英文翻译 :    takeoff power limit
• "稳定功率极限" 英文翻译 :    stability power limit
• "稳态功率极限" 英文翻译 :    steady-state power limit
• "误差频率极限" 英文翻译 :    error frequency limit
• "后验概率极大化" 英文翻译 :    map
• "变化率极限控制" 英文翻译 :    rate of change limiting control
• "脉冲重复频率极限" 英文翻译 :    pulse repetition frequency limitation
• "肾小管转运率极限" 英文翻译 :    maximal rate of tubular transport
• "使用效率极限状态" 英文翻译 :    serviceability limit state
• "瞬态稳定功率极限" 英文翻译 :    transient stability power limit

• Probability limit state design for underground structure
  地下结构的概率极限状态设计
• - probabilistic limit states design normal - normal mode
  概率极限状态设计
• The law of the iterated logarithm is a kind of profound result on the limit theory , it make the strong law of large numbers exact
  重对数律是概率极限理论中一类极为深刻的结果，是强大数律的精确化。
• The classical probability limit theory researchs largely the weak convergence or strong approximation of partial sums of random variable sequences . there is a classical literature , such as [ 19 ] , [ 37 ] about that
  经典的概率极限理论研究的对象主要是随机变量的部分和的弱收敛性或强收敛性， [ 18 ] [ 36 ]就是这方面的经典文献。
• First , we describe the birkhoff center , the minimal attractive center and the minimal attractor . second , we give relationships among the attractor of axiom a , the non - wandering set , the limit set , the birkhoff center , the probability limit set , the minimal attractive center , the minimal attractor , the ruelle attractor and the measure center
  首先给出birkhoff中心、极小吸引中心、极小吸引子的刻划，然后给出对于公理a吸引子，非游荡集、极限集、 birkhoff中心、概率极限集、极小吸引中心、极小吸引子、 ruelle吸引子以及测度中心之间的一个层次关系。
• Our results show that the rate of correlation among the random variables of those output sequences are low although they are not independent ; in addition , the output sequences of those combined generators are homogeneous markov chains which are strictly stationary processes with ergodicity ; the output sequences of those combined generators are also proved to summit to the strong law of large numbers and the central limit theorem ; finally the computation formula of the rate of the accordance between the output sequences and input sequences of those combined generators is given
  我们的研究结论表明：虽然这些序列中随机变量之间不具有相互独立性，但它们的相关程度却比较低；证明了“停走”生成器， km _ 1m _ 2型组合生成器和加法型组合生成器的概率模型输出序列都是强平稳的和遍历的齐次马氏链；讨论了这些序列的概率极限性质，证明了它们均服从强大数定律和中心极限定理；还分别给出了各类生成器的输出序列与输入序列之间的符合率的计算公式。
• Fifthly , based the established model of chloride induced rebar initiation corrosion time and the model of concrete cover cracking time due to corrosion products volume expanding , a probability based model is established for service life predicting of reinforced concrete structure in chloride environment . the prediction model regard corrosion induced concrete cover cracking matching the cracking limitation as durable limit state , or as termination of the component service life
  第五，根据已建立的氯离子侵入混凝土导致钢筋初锈的时间计算模型和混凝土中钢筋锈蚀膨胀导致混凝土保护层开裂的时间计算模型，以保护层因锈蚀胀裂，裂缝宽度达到宽度限制值为耐久性极限状态，建立基于概率极限状态分析方法的构件耐久寿命预测方法。
• The rationale of reliability analysis considering damage the rationales involved in the methods adoptive in this article mostly include : reliability theory , finite element theory , monte carlo theory and sensitivity theory etc . the reliability assessment for the structures on active duty developed base on the notions and practical methods of structure reliability design , and at present , the methods which are used more are probabilistic limit design means based on reliability theory
  基于损伤下结构可靠性分析的基本原理本文所采用的方法涉及到的基本原理主要包括可靠度理论、有限元理论、 montecarlo基本理论、灵敏性理论等。对于现役结构的可靠度评定是以结构可靠度设计的概念和实用方法为基础发展起来的，目前使用较多的是基于可靠度理论的概率极限状态设计法。