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1)  checking point
验算点
1.
The linear correlation of random variables is considered and the formulas for computing the checking point and the sensitivity coefficient of random variables are presented.
考虑了线性相关的情况,并给出了计算验算点及灵敏系数的公式。
2)  JC method
验算点法
1.
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。
2.
Based on JC method,the authors programmed reliability degree analysis program of overturning stability of reinforced soil of retaining wall.
运用VB语言,基于验算点法编制了加筋土挡土墙全墙倾覆稳定性的可靠度分析程序。
3.
Combining recursive stochastic finite element method with JC method,the paper presents a new method for calculating structural reliability indices.
将递推随机有限元法与验算点法结合,提出了一种基于递推随机有限元法(RSFEM)的随机结构可靠度指标计算方法。
3)  checking point method
验算点法
1.
,the checking point method(JC method) was introduced to compute the two failure modes respectively,and two corresponding reliability i.
为了计算重力式挡土墙稳定性的结构体系失效概率,首先分别建立重力式挡土墙结构抗倾覆稳定性和抗滑移稳定性的功能函数,然后引入结构可靠度分析一次二阶矩法中的验算点法(JC法)分别对两种失效模式进行计算,得出两个相应的可靠度指标。
2.
With balance equation of transfer coefficient method that widely used in domestic,applying checking point method recommended by JCSS,establish probability analysis model for stability of slope,individually analyze reliability and destroy probability of certain slope engineering basing on random field model and random variance model.
以国内广泛使用的传递系数法的平衡方程为基础,运用"国际结构安全度联合委员会(JCSS)"推荐的验算点法建立边坡工程可靠度分析模型,分别分析了某边坡基于随机变量模型和随机场模型时的边坡稳定性可靠度和破坏概率。
3.
Based on the theory of bridge crossing scour,the reliability calculation model is established with checking point method,and the model is tested by the sample bridge crossing.
本文根据桥渡冲刷理论 ,应用结构可靠度计算方法中的验算点法 ,建立了桥渡冲刷可靠度计算的数学模型 ,并给出了具体算
4)  computation of many nodes
节点验算
5)  design point method
验算点法
1.
The paper adopted a relative precision method of probability analysis of slope stability-design point method,and compared to traditional safety coefficient assessment.
本文采用目前相对精确的验算点法对某边进行稳定概率分析,并与安全系数作比较。
6)  designcheck point
设计验算点
1.
This paper calculates the reliability of engineering structure by using the optimization toolbox of Genetic algorithm which is compiled by Matlab program,and gives the designcheck point.
利用由Matlab语言编制的遗传算法优化工具箱计算工程结构的可靠度,给出了设计验算点,避免了非线性功能函数的泰勒级数展开及遗传算法程序的编制。
补充资料:验算
1.检查运算的结果有无差错。
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