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numerical assessment
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     Numerical Assessment of Aerodynamic Derivatives and Critical Wind Speed of Flutter of Bridge Decks by Discrete Vortex Method
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  numerical assessment
The Numerical Assessment of Computer-Imitated Weaknesses-MMCs (NACIW-MMCs) software program has been developed for performing simulation of the microstructure of short-fiber-reinforced MMCs and executing all involved numerical computations.
      
A rigorous experimental and numerical assessment is made of the benefits and limits of miniaturization in the Kolsky bar system.
      
Theories and Finite Elements for Multilayered Plates and Shells:A Unified compact formulation with numerical assessment and benc
      
Performances of a thermal-storage module in a solar-energy power production perspective: A numerical assessment
      
The method also establishes coefficients of constancy and dominance for species and permits numerical assessment of fidelity.
      
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The assessment of the damage caused by seismic liquefaction is really an uncertain problem, which not only has a random property, but also a fuzzy character. In this paper these two characters have been taken into consideration to evaluate seismic liquefaction damage at the site. The seismic liquefaction damage is treated as a fuzzy random matter to evaluate its fuzzy probability in order to get the more practical uncertain results. Finally, There are thirty liquefaction cases of Haicheng earthquake (1975) and...

The assessment of the damage caused by seismic liquefaction is really an uncertain problem, which not only has a random property, but also a fuzzy character. In this paper these two characters have been taken into consideration to evaluate seismic liquefaction damage at the site. The seismic liquefaction damage is treated as a fuzzy random matter to evaluate its fuzzy probability in order to get the more practical uncertain results. Finally, There are thirty liquefaction cases of Haicheng earthquake (1975) and Tangshan earthquake (1976) which have been analysed with suggested fuzzy probability. It may be seen that the results of analysis not only closely agree with facts, but also represent the numerical assessment of the degree of liquefaction damage.

鉴于场地地震液化势实属非确定性现象,文中对这类非确定性现象进行了适当的阐述。既考虑场地地震液化的随机性又计及其危害程度分级的模糊性,将其作为随机模糊事件求其模糊概率,推导出计算场地液化模糊概率的方法和相应的公式。最后以文中建议的方法对我国30个场地地震液化的实例进行了模糊概率分析。其结果除与实际情况的总趋势一致外,还给出了可能产生各级危害程度的定量评估,便于工程抗震作出合理的决策。

Based on the principle of regressive analysis for fictitious multi-variables, the present study provides a prediction method for soil slope collapses in flood seasons, in which the surface geological parameters are used as variables and an effective continuous precipitation as the index for anti-flood capacity of the slope. A table of numerical assessment for the anti-flood capacity of various sideslopes in the railway network is developed as a result of investigation over more than 1000 collapse sites...

Based on the principle of regressive analysis for fictitious multi-variables, the present study provides a prediction method for soil slope collapses in flood seasons, in which the surface geological parameters are used as variables and an effective continuous precipitation as the index for anti-flood capacity of the slope. A table of numerical assessment for the anti-flood capacity of various sideslopes in the railway network is developed as a result of investigation over more than 1000 collapse sites and of statistical calculation for over 30000 items of data. A method to determine the warning precipitation is also put forward. The mothod is proved to be practical and offeetive by its use in a few railway administrations.

本课题首次运用虚拟变量多元回归分析原理,研究出一种以边坡表层工程地质条件为变量,以“一场连续实效降雨量”作为边坡抗洪能力指标的汛期土质边坡塌方预报方法。在研究过程中对全国范围内业已发生的一千多个塌方工点进行调查,室内对3万多个数据进行数理统计计算,得出了“全国铁路边坡抗洪能力评分表”并提出了警戒雨量的确定方法。此方法的应用效果已在一些铁路局得到了证实。使人们对汛期土质边坡塌方进行区段和工点“时空联合预报”的愿望成为现实,并从理论上为工务部门制定防洪抢险工作程序和路基边坡防洪资金及时间安排计划提供了科学依据。

The current safety factor method for evaluating earth embankment stability is not very reasonable since the assessment of slope stability is really an uncertain problem. In order to consider the random property of this problem,the probabilistic analysis is introduced herein.Finally, the stability of an experimental beach earth embankment is analysed by means of the suggested probabilistic approach,It may be seen that the results of analysis can represent the numerical assessment of the degree of seismic...

The current safety factor method for evaluating earth embankment stability is not very reasonable since the assessment of slope stability is really an uncertain problem. In order to consider the random property of this problem,the probabilistic analysis is introduced herein.Finally, the stability of an experimental beach earth embankment is analysed by means of the suggested probabilistic approach,It may be seen that the results of analysis can represent the numerical assessment of the degree of seismic stability.

由于土坡稳定性分析实际上为一非确值性的问题,故一般通用的安全系数法分析海堤的稳定性不甚合理[1]。为考虑这一问题的随机性,文中引入概率分析的方法。最后基于所建议的概率方法分析了某实际海堤的地震稳定性,给出了该海堤稳定程度的定量评价。

 
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