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reliability相关的网络例句

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Considering nodal pressure as the evaluating indicator, functional reliability indexes of the nodes were calculated by the mean-first-order-second-moment method which was originally developed for structural reliability analysis.

在进行供水管网的抗震功能可靠度分析时,借鉴结构可靠度的分析方法,以节点水压为评价指标,采用均值一次二阶矩方法计算管网各节点的功能可靠度,该方法通过一次水力分析即可给出震后低压供水和渗漏状态下管网各节点的可靠性指标,较之前发展的随机模拟方法大为简化且概念清晰。

Considering nodal pressure as the evaluating indicator, functional reliability indexes of the nodes were calculated by the mean-first-order-second-moment method which was originally developed for structural reliability analysis.

在进行供水管网的抗震功能可靠度分析时,借鉴结构可靠度的分析方法,以节点水压为评价指标,采用均值一活动板房次二阶矩方法计算管网各节点的功能可靠度,该方法通过一次水力分析即可给出震后低压供水和渗漏状态下管网各节点的可靠性指标,较之前发展的随机模拟方法大为简化且概念清晰。

In this paper, the reliability analysis and reliability optimization design of automatic yarn evenness tester used in yarn lab are mainly discussed.

本文主要对纱线实验室仪器全自动条干仪进行了可靠性分析和可靠性优化设计。

Aimed at the characteristics that design conditions of the foundation structures of offshore long-span-bridges are different from that of common bridges, the partial factors, the target reliability indices and the factors of wind load in different design fields were all analyzed. Then, three levels of target reliability indices which are 1.5, 2.0 and 2.3 respectively, and the corresponding factors of frequent value and quasi-permanent value of live loads based on JCSS model code with JC method were suggested.

针对大型跨海桥梁基础结构正常使用极限状态的设计条件不同于一般桥梁的特点,对各类不同设计领域的设计分项系数、目标可靠度指标及风荷载系数进行了分析和比较;然后以JCSS模式规范为基础,通过可靠度计算的验算点法,经过多次试算,建议了目标可靠度指标分别为1.5、2.0和2.3的三级可靠度水平及相应的可变荷载频遇值系数和准永久值系数。

The principle of reliability calculation is analyzed and by applying first order second moment method in structural reliability analysis of wing wall tunnel portal ,satisfying conditions acquired.

分析了可靠度的计算原理,介绍了用一次二阶矩阵法计算翼墙式隧道洞门的过程,提出了可靠度指标的满足条件,指出采用一次二阶矩阵法分析结构可靠度能够满足工程要求。

The factors that influence the reliability index of retaining wall, such as base friction coefficient and inclined base, are discussed. The objective reliability index of anti-slide , anti-overturning of retaining wall and stability of bearing capacity of foundation soil have been obtained.

对按现行设计方法设计的重力式挡土墙的抗滑动和抗倾覆稳定性以及基底承载力的可靠指标进行了系统的计算和分析,并对影响可靠指标的因素进行了探讨。

Finally, stochastic vibration analysis of a two-floor frame structure by blasting seismic action is done by finite element program ANSYS. In order to contrast, that by nature seismic action is also done here, and displacement field, velocity field and stress field of this two kind of condition are obtained, and differences of the structure damage mechanics by two kind of action are analyzed. Dynamic reliability analysis of the two-floor frame structure is done using of simulation results, obtaining the safe reliability level of the structure by seismic action, and seismic safety evaluation of the frame is completed.

最后,运用有限元程序ANSYS对爆破地震动作用下一个两层框架结构进行了随机振动分析,为了进行对比,这里也对结构受天然地震动作用进行了随机振动分析,得到了两种地震动作用下结构响应的位移场、速度场和应力场的变化情况,分析了爆破地震动和天然地震动对建筑结构物破坏机理的不同;应用数值模拟的结果对该两层框架结构进行了动力可靠性分析,得到了其在地震动作用下的安全可靠度,完成对该框架的爆破地震安全性评估。

Using the smart card recorded data, the travel rate time per trip can be calculated, and the regulation of travel rate time by taxi can be fond from the cumulative taxi datum. In this paper, three new reliability indices and methodologies about travel rate time are developed, and Beijing transportation network reliability is analyzed by using these indices and the taxi trip datum.

本文以出租车车载智能卡采集的载客行程时间数据为基础,研究提出新的单位距离行程时间可靠性评价指标和方法,并使用该指标和方法对北京市路网的可靠性水平进行实例评价。

The models of traveling time reliability and waiting time reliability of transit have been established.

针对城市公共交通系统的行车时间和行车间隙易受影响的特点,以整个公交出行链为落脚点,从出行者的角度对公交的运行时间和乘客的在站等车时间进行了研究,建立了公交的运行时间可靠度、等候时间可靠度模型。

Oil logging tool ; reliability ; reliability ensuring techniques ; thrice designing tech niques ; antivibration designing method

石油测井仪器;可靠性;可靠性保障技术;三次设计技术;抗振设计方法

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