1) system failure probability
体系失效概率
1.
An approach for determination of proper structural system failure probability based on this model this total cost model is presented and a concept of structural optimum design balanced with normal maintenance in its service life is proposed.
本文从总费用角度给出了一个确定合理的结构体系失效概率Ｐｆ的途径，提出了在结构设计中应考虑使用阶段正常维护的结构优化设计思想。
2) the failure probability of structural systems
结构体系失效概率
1.
This paper mainly introduces a new method to approximating the failure probability of structural systems and the method is defined as dimensions reduction method by conditional probability.
本文主要介绍一种新的结构体系失效概率近似计算的方法——条件概率降维法。
3) system failure probability
系统失效概率
1.
Through a thorough analysis to the essence of the method to calculate component failure probability via load-strength interference relationship,the phenomenon of system failure attribute related information loss was revealed,and the reason why it was impossible to establish s-dependent system failure probability model simply by means of component failure probabilities was interpreted.
通过对系统失效概率问题的深入分析,揭示了传统上通过载荷-强度干涉分析计算零件失效概率过程中发生的系统失效相关性信息遗失问题,以及无法通过零件失效概率指标构建一般系统(具有失效相关性的非独立失效系统)失效概率模型的原因。
5) failure probability
失效概率
1.
Assessment method for failure probability of corroded pipeline;
腐蚀管线失效概率的评定方法
2.
A fast efficient procedure for computing failure probability of uncertain structural systems;
结构体系失效概率计算的一种快速有效方法
3.
Lagrange Method for the Calculation of the Failure Probability of the Pressure Vessels Containing Surface Cracks;
含表面裂纹压力容器失效概率计算的Lagrange方法
6) probability of failure
失效概率
1.
Taking the toe debris present in a single pile for example,the probability of failure of the pile considering the possibility of toe debris presence is formulated by integrating the probabilities of failure for an intact pile and a pile.
以单桩桩底可能出现的沉渣缺陷为例,采用全概率理论将完整桩的失效概率和桩底含有沉渣的桩的失效概率有机地结合起来,得到了单桩的失效概率。
2.
The method may receive more accurate index of reliability and probability of failure,but its efficiency is not high,must improve to sampling methods.
介绍了结构可靠性的基本原理和基本分析方法,利用ANSYS中的可靠性分析工具——Probabilistic Design,对框架结构的可靠性进行了分析,实例证明:该方法可得到比较精确的可靠度指标和失效概率,但是其效率不高,需要对其抽样方法进行改进。
3.
The annual probability of failure for new slopes is deduced;and an approach is presented to predict the annual probability of failure for existing slopes within next service time.
推导了新建边坡在未来服役时间内的年失效概率的计算公式,并对现役边坡在未来服役时间内的年失效概率进行了预测。
补充资料：爆破失效
分子式：
CAS号：
性质： 以大变形理论为依据，考虑到材料达到屈服以后，有明显的变形并有应变硬化现象，因而以爆破压力作为容器承载的极限状态并称为爆破失效。
CAS号：
性质： 以大变形理论为依据，考虑到材料达到屈服以后，有明显的变形并有应变硬化现象，因而以爆破压力作为容器承载的极限状态并称为爆破失效。
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