Numerical analysis of history-dependent hemivariational inequalities and applications to viscoelastic contact problems with normal penetration

In this paper numerical approximation of history-dependent hemivariational inequalities with constraint is considered, and corresponding Céa’s type inequality is derived for error estimate. For a viscoelastic contact problem with normal penetration, an optimal order error estimate is obtained for the linear element method. A numerical experiment for the contact problem is reported which provides numerical evidence of the convergence order predicted by the theoretical analysis.     

Safety analysis of reactivity insertion accidents in a heavy water nuclear research reactor core using coupled 3D neutron kinetics thermal-hydraulic system code technique

Nuclear power plant Safety analysis using coupled 3D neutron kinetics/thermal-hydraulic codes technique is increasingly used nowadays. Actually, the use of this technique allows getting less conservatism and more realistic simulations of the physical phenomena. The challenge today is oriented toward the application of this technique to the operating conditions of nuclear research reactors. In the current study, a three-Dimensional Neutron Kinetics and best estimate Thermal-Hydraulic model based upon the coupled PARCS/RELAP5 codes has been developed and applied for a heavy water research reactor. The objective is to perform safety analysis related to design accidents of this reactor types. In the current study two positive reactivity insertion transients are considered, SCRAM protected and self-limiting power excursion cases. The results of the steady state calculations were compared with results obtained from conventional diffusion codes, while transient calculations were assessed using the point kinetic model of the RELAP5 code. Through this study, the applicability and the suitability of using the coupled code technique with respect to the classical models are emphasized and discussed.     

Density estimates on the unit simplex and calculation of the mode of a sample

This paper addresses reliable and efficient calculation of the mode of a multivariate sample, which is a classical fusion function. In particular, we focus on the inputs given on the unit simplex, when aggregating elements of Atanassov intuitionistic fuzzy sets, interval-valued fuzzy sets and their extensions, as well as compositional data. We outline the use of a specially designed 2-additive fuzzy measures and the Choquet integral for the purposes of reducing computational complexity in higher dimensions. We present computational analysis and benchmark four different methods of density-based mode estimation.     

Ship length distribution modeling on China offshore and ability evaluation of radar ship classification

Radial size estimation using radar high-resolution range profiles(HRRPs) and heading angle estimation are the main means for ship classification.The classification ability is closely related to the range resolution of the radar,precision of radial size estimation,and prior distribution of ship lengths in different offshore areas.We collected the AIS information on about 30 000 ships and their lengths in the four offshore areas of China in the ship information net of China.By fitting the data of ship lengths in each offshore area,it is found that the Weibull distributions provide good-of-fitness to the ship lengths and the parameters in individual area are rather different.Based on the prior distributions of ship lengths,we derived the quantitative relationship between the correct classification probability of big-moderate-small ships and the estimate error of ship radial size.The results indicate that the condition for the big-moderate-small correct classification probability in the offshore areas of China to be up to 90% is that the estimate errors of the ship radial size estimates falls into the interval(-12.67 m,9.41 m) when the heading angle of the ship is between ±75 degrees.     

岩土强度准则及其参数估算研究

岩-土-砼结构的强度参数估算是桩基、基坑与有支挡结构斜坡数值模拟和稳定性计算不可缺少的工作之一。在变形协调条件下推导出求支档结构(桩)的单轴抗拉和抗压强度公式，在二维应力和三维应力状态分别与莫尔-库尔科直线和莫尔抛物线强度准则组合成四种情况下，推导出求岩、土、支挡结构(桩)的粘聚力、内摩擦角及其单轴抗拉和抗压强度公式，最后进行误差分析。该研究结果具有重要的理论意义和工程应用价值。     

三峡库区地质灾害治理工程概(预)算细节问题研究

三峡库区峡谷深切,地势险峻,地质灾害治理工程十分复杂,实践中,工程实际结算成本往往比概(预)算成本要高。在总结三峡库区二期地质灾害勘查治理实际经验的基础上,对工程概(预)算中的若干细节问题进行了研究,以期尽量避免概(预)算中的缺、漏项,缩小工程结算成本与概(预)算成本之间的差距。     

观台煤矿煤岩物理力学性质测定与冲击倾向性评价

以观台煤矿二水平(-270 m水平)总回风巷掘进头及2403轻放工作面煤层及顶、底板煤岩为研究对象,利用试验机测定并分析其物理力学性质,以此为基础,利用弹性能量指数法评价观台煤矿煤、岩冲击倾向性,最终得出工作面内不会产生冲击地压现象,在以后的工作面回采过程中得到了验证。并建立了观台煤矿煤的冲击倾向性评判标准。     

地区间货物运输量预测方法谱系

本文整理了近些年地区间(城市间)货物运输量预测方法的研究。论文分析了和旅客运输相比,地区间货物运输的特点,提出了货物运输需求量的预测在理论和方法上和客流需求量的预测有所不同的依据。将以往的地区间货运量预测模型按不同阶段做了分类整理。其次,根据物流的行为者将地区间货运量预测模型分为计量经济学模型、空间相互作用模型及网络模型等类型。较为详尽地分析了各类预测模型的特点。并结合我国物流业的发展现状,对货物运输量预测方法研究的发展方向进行了展望。     

援外项目设计阶段工程造价的确定与控制

援外项 目具 有其 自 身的 特 点。 本文 结合 实 际论 述 了其 工程 费用 的 构成 及 概算 的编 制方 法 ,提 出了 在设 计 阶段 如何对 其工 程造 价进 行 确定 与 控制 。     

多种因素影响的工序持续时间的估计

在分析传统的“定额计算法”的基础上,用模糊综合评判方法确定了产量定额的修正系数,提出了多种影响因素的工序持续时间估计方法和实用公式．