TIN DEM线性内插不确定性的随机过程模型

基于随机过程模型导出了TIN DEM线性内插的随机过程模型,给出了不规则随机空间三角形的不确定性描述,讨论了TIN节点误差在线性内插中的传播问题。通过理论推导和实际算例,得到了TIN DEM线性内插点的点位方差和误差椭球半轴的解析表达式、线性内插精度最高点坐标的解析表达式,该结论与三角形的形状无关;对DEM线性外推导致精度急剧下降的必然性结论进行了理论证明;得到TIN线性内插的平均点位方差解析式,从理论上说明了本文结论的有效性。     

煤矿采空区控制网起算点的变形分析与选择

大部分控制网建立时采用的起算点为50年代至80年代施测的三角点,起算点的可靠性和兼容性,直接关系到控制网建立的成败。通过大量生产实践数据详细介绍了起算点可靠性和兼容性分析、比较的过程和方法,可在今后生产中借鉴和应用。     

中蒙边界地区汇水域沉积物69种元素的背景值

中蒙边界地区成矿地质条件优越,是世界上重要的金属成矿省和全球3大斑岩型铜(金、钼)成矿带之一,资源潜力巨大。中蒙合作1∶100万地球化学填图采集了海量的地球化学数据,为研究该地区元素分散富集、成矿趋势、资源评价和环境变化提供基础数据,为“一带一路”资源布局提供决策依据。以X±3S为临界值一次性剔除离群值后的数据集的中位值作为背景值的估计值,计算了中蒙边界地区12个Ⅱ级构造单元和5个Ⅱ级成矿省的汇水域沉积物69种元素背景值,探讨了中蒙边界地区汇水域沉积物69种元素背景值的区域分布规律和特征。研究表明不同的地质背景导致元素的地球化学分布模式不同,不同构造单元具有显著差异的元素地球化学特征,元素的海量聚集为大型矿床的形成提供了充足的元素供给,形成特定的地球化学省。这些背景值为进一步深入开发利用中蒙边界地球化学填图数据提供了可供对比的基础数据。     

Optimal instrumentation of uncertain structural systems subject to earthquake ground motions

A criterion is proposed for making decisions regarding the optimal location of a given number of sensors to record the seismic response of a structure for identification purposes. The optimal location of the sensors is selected so that the expected value of a Bayesian loss function, expressed in terms of the Fisher information in the recordings, is minimized. The criterion is applied to the case of multi-degree-of-freedom systems with uncertain structural properties subjected to earthquake ground motions modelled as stationary stochastic processes. The use and capabilities of the criterion are thoroughly illustrated by means of an example. Results are used to assess the influence of record duration, recording noise, and ground motion frequency content and amplitude, on the optimal location of accelerometers as well as on the reduction of prior uncertainty about the structural parameters. © 1998 John Wiley & Sons, Ltd.     

有机化学物质碳氮稳定同位素系列标准物质研制

实验室和研究人员所使用的碳、氮同位素标准物质一般由国际原子能机构(IAEA)获得,然而近年来,随着碳氮同位素在实验室质量监控、方法评价、仪器校准等方面的广泛应用,市场需求量不断增加, IAEA研制的碳、氮同位素标准物质的种类与数量逐渐不能满足科学研究快速发展的需求。我国急需研制适应当今分析技术水平的有机质碳氮同位素国家标准物质用以进行质量监控、方法评价、仪器校准。为保证量值传递精度,本文研制了4个有机化学物质的碳氮稳定同位素标准物质,其中3个为尿素样品,1个为L-谷氨酸。经检验4种标准物质的均匀性通过F值检验,标准物质的δ~(13)C和δ~(15)N值经过一年的稳定性检验,特征量值变化在测量方法允许的不确定度范围内,由此判定δ~(13)C和δ~(15)N值稳定性良好。由包括研制单位实验室在内的12家实验室协同定值,采用高温燃烧-气体同位素质谱法测定了δ~(13)C和δ~(15)N值,系列标准物质δ~(13)C和δ~(15)N认定值区间呈梯度分布,δ~(13)C值为-40‰～0‰,δ~(15)N值为-10‰～30‰,涵盖了我国天然样品中有机质碳氮稳定同位素组成范围;研制的系列标准物质δ~(13)C的定值扩展不确定度不大于0.08‰,δ~(15)N的定值扩展不确定度不大于0.09‰,定值水平与国际标准物质相当。该系列标准物质已被国家质检总局批准为国家一级标准物质,批准号为GBW04494～GBW04497。可被用于地质、生态、环境等多种样品δ~(13)C和δ~(15)N比值测定时的分析监控、仪器校准、方法评价、质量保证和质量监控。     

Main progress and prospect for China's hydrogeological survey

This paper reviewed the main achievements of hydrogeological survey in China, summarized the significant progress of hydrogeological survey over the past decade, and forecasted the key responsibilities for hydrogeological survey in the p14th Five-year Planq. The significant progress includes: China established the 1: 50 000 standard hydrogeological survey system with Chinese characteristics and produced the new generation of high-quality hydrogeological maps; the national groundwater monitoring project was completed and accepted, which marks China taking the leading position in groundwater monitoring internationally; fruitful results were achieved in the national groundwater quality survey, and groundwater quality background values were basically identified and checked; hydrogeological and environmental geological survey was continuously promoted in karst areas and the ecological restoration of rocky desertification achieved remarkable results; China strengthened layer exploration techniques for groundwater, integrating the key and practical techniques of layer exploration and monitoring; the exploration of groundwater in the poverty-stricken regions and old revolutionary base areas were effectively promoted to strongly guarantee the poverty alleviation and drinking water safety; the mystery of desert groundwater was uncovered, making up for the shortage of 1: 250 000 hydrogeological survey in the Badain Jaran Desert; and more efforts were made to conduct survey on the water resources in the basin, and to finish the unified measurement of national-scale groundwater level.     

带双腹板顶底角钢连接初始刚度研究

初始连接刚度在节点刚度分类和钢结构地震分析中占有很重要的地位,因此研究连接的初始刚度很有现实意义。主要研究带双腹板顶底角钢连接初始刚度的确定方法以及影响其性能的主要因素。     

RESPONSE ANALYSIS FOR FUZZY STOCHASTIC DYNAMICAL SYSTEMS WITH MULTIPLE DEGREES OF FREEDOM

Most real-life structural/mechanical systems have complex geometrical and material properties and operate under complex fuzzy environmental conditions. These systems are certainly subjected to fuzzy random excitations induced by the environment. For an analytical treatment of such a system subjected to fuzzy random excitations, it becomes necessary to establish the general theory of dynamic response of a system to fuzzy random excitations. In this paper, we extend the work published in Reference [1], and discuss the case of Multi-Degree-of-Freedom (MDF) fuzzy stochastic dynamical systems. The theory of the response, fuzzy mean response and fuzzy covariance response of multi-degree-of-freedom system to fuzzy random excitations in the time domain and frequency domain is put forward. Two cases to determine the fuzzy response statistics of the fuzzy stochastic dynamical system with multiple degrees of freedom are discussed. Two examples are considered in order to demonstrate the rationality and validity of the theory. © 1997 by John Wiley & Sons, Ltd.     

SEPARATION DISTANCE TO AVOID SEISMIC POUNDING OF ADJACENT BUILDINGS

A theoretical solution of the separation distance required to avoid siesmic pounding of two adjacent buildings simulated by linear multi-degree-of-freedom systems is presented. The analytical procedures are based on random vibration theory. The accuracy is demonstrated by simulation solutions. Comparison of computed results with available simulation results indicates that the proposed solution is accurate. © 1997 by John Wiley & Sons, Ltd.     

COMPARATIVE STUDY ON THE SEISMIC RETROFIT OF A MID-RISE STEEL BUILDING: STEEL BRACING VS ENERGY DISSIPATION

The paper presents a comparative study of an existing retrofit for a mid-rise steel building using additional stiff steel braced-frames against an alternate retrofit using ADAS (Added Damping and Stiffness) passive energy dissipation devices. The subject building, located near Alameda Park in downtown Mexico City, is a ten-storey office building that was built in the 1950s. The structure was damaged during the 1985 Michoacán Earthquake because of resonant response with the site. The building was later retrofitted using additional braced frames according to the seismic provisions of Mexico's 1987 Federal District Code. The retrofit scheme was planned to take the structure away from resonant responses and to inhibit structural damage. A proposed upgrade using ADAS energy dissipation devices was studied to compare energy dissipation against traditional stiffening using steel braces as retrofit options for mid-rise buildings in Mexico City's lake-bed zone. Different sets of analyses were carried out to compare both alternatives: (a) three-dimensional elastic analyses; (b) limit analyses and; (c) nonlinear dynamic analyses for postulated site ground motions for a M_s=8.1 earthquake. Initial costs of the retrofit schemes were also studied. The comparative studies suggest that a retrofit using ADAS devices would have a better dynamic performance than the one using steel braces. However, the steel bracing retrofit provides more strength and its initial cost of retrofit is less than that of the ADAS retrofit. © 1997 John Wiley & Sons, Ltd.