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The distribution function of the system response and state function is approximately determined by the standard normal distribution functions using Edgeworth series, and its reliability is obtained.

在结构系统响应和状态函数的前四阶矩的一般数学表达式的基础上,使用 Edgeworth级数把未知响应和状态函数的概率分布展开成标准的正态分布表达式,并放松了对随机参数的分布概型和激励类型的限制,从而确定了系统的可靠度

Random parameters ; multi degree of freedom nonlinear vibration systems ; reliability ; statistical fourth moment method ; Edgeworth series

随机参数;多自由度非线性振动系统;可靠度;四阶矩技术; Edgeworth级数

Gravity retaining wall ; stability ; reliability of structural systems ; checking point method ; equivalent plane method

重力式挡土墙;稳定性;结构体系可靠度;验算点法;等效平面法

On the basis of the current durability design theories and methods, a new durability design method is proposed for concrete structures. And it is based on equivalent resistance time dependant reliability under atmosphere environment.

在已有混凝土结构耐久性设计理论和方法的研究基础上,提出在大气环境下基于等效抗力时变可靠度的钢筋混凝土结构构件耐久性设计方法。

In the analysis of structural reliability, response surface method is an efficient method to solve this problem that performance function has no explicit expression.

实际工程可靠度分析中,经常遇到功能函数没有明确表达式的情况,响应面法是求解此类问题的一种有效方法。

It is of importance to capture the extreme value distribution of dynamic stochastic response of structures for reliability evaluation of engineering structures.

1引言 在工程实践中,结构的参数或激励往往具有很强的随机性,因而导致结构动力响应是一个随机过程,这使得有效地把握结构的动力反应特别是非线性动力反应和结构动力可靠度迄今为止仍是相当困难的课题t','〕。

Thus far, little has been known for the extreme value distribution of general structural dynamic stochastic responses, except for some special results, say, the Rayleigh distribution in the case of narrow - banded Gaussian stochastic processes.

由于基于首次超越破坏准则的结构动力可靠度问题可以转化为相应动力反应极值分布的积分问题,获取结构动力随机反应的极值分布具有重要的意义川。

The non-stationary index of automobiles\' supporting force response under side wind is analyzed, which confirms the reasonableness of stationary assumption in dynamic reliability analysis.Thirdly, joint distribution of wind speed and wind direction is established based on the extensive extreme value distribution, which is used for reliability analysis of bridge traffic safety.

其次提供了Fourier变换识别抖振响应频谱失真的实例,采用Hilbert-Huang变换分析桥梁抖振响应的时频特性,从结构动力学角度探讨了响应非平稳性的原因,从风工程的角度探讨HHT变换分量的物理意义,并分析侧风作用下桥上汽车支撑力响应的非平稳指标,为动力可靠度分析中平稳性假定的合理性提供必要的论证。

Knowledge acquisition and representation of failure analysis as well as the reliability of conclusion are studied in this paper.

本文对失效分析知识的获取、表达方法及可靠度进行了研究。

The aim of the paper is to develop the failure monitoring and diagnosis system of a marine pumping system.

现在船舶对其设备及相关零组件,都要求相当高的可靠度及可用度。

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