硫化物矿物标准物质的研制

研制的黄铁矿、黄铜矿、方铅矿和闪锌矿４个标准物质是国内首次成功研制的硫化物矿物成分分析标准物质。样品采用重选、磁选和电磁选等选矿技术提纯矿物，获得纯度大于９５％的单矿物样品。黄铁矿和闪锌矿用棒磨机少量多级粉碎至０．１４７ｍｍ，方铅矿和黄铜矿用小型玛瑙球磨机粉碎至０．０９７ｍｍ。经单因素方差分析检验，均匀性符合要求。采用小包装在干燥、充氩气气氛中保存样品，使样品稳定性有足够保证。连续４年定期监测了样品中全硫含量，证明稳定性良好。样品由国内经计量认证的５家实验室采用多种分离富集手段、不同原理方法协同分析。标准值的确定依据数据分布特征而定，对于服从正态分布的元素，用算术平均值作为定值，对不服从正态分布的元素用多参数模式定值。共确定了５６个标准值，１６个参考值，６个信息值。该批标准物质于１９９４年１２月通过了国家标准物质研究中心组织的专家复审，并于１９９５年４月被国家技术监督局批准为国家一级标准物质，标准号分别为ＧＢＷ０７２６７（ＧＳＭ－１）、ＧＢＷ０７２６８（ＧＳＭ－２）、ＧＢＷ０７２６９（ＧＳＭ－３）、ＧＢＷ０７２７０（ＧＳＭ－４）。     

植物栲胶作为护壁堵漏化学灌浆材料的初步研究

介绍了以植物栲胶为主剂、甲醛为固化剂的化学灌浆材料。对栲胶种类、胶凝反应机理、胶凝时间、浆液流变特征及固结性能的初步理论分析和实验研究表明:缩合型植物栲胶可在固化剂、交联剂和催化剂的作用下,于数秒钟至180分钟内形成热固性体型高分子凝胶,并且对岩土、砂石具有良好的浸润亲和性,完全可作为钻探护壁堵漏材料。     

BED FORMS AND RESISTANCE PROPERTIES OF LIGHT-WEIGHT BED MATERIAL

I. INTRODUCTIONResistance to flow in alluvial streams is one of the crucial problems in fluvial hydraulics. Despite that large amount of studies have been conducted for centuries, no perfectmethod describing and calculating the resistance to flow in alluvial streams is availablehll now. Investigation on bed forms and resistance properties of light--weight bed materials is even more scarce. USWES (1936) has conducted systematic experiments onlight--weight materials in a flume & m long an…     

嘉峪关光化楼残损变形现状及抗震性能分析

中国木结构建筑是我国宝贵的物质文化遗产和文化瑰宝，具有悠久的文化历史。以嘉峪关光化楼为依托，对光化楼进行实地调研，分析光化楼主要残损变形。采用ANSYS软件建立考虑光化楼残损变形的三维有限元精细模型，并进行模态分析与时程分析。研究结果表明，光化楼主要残损变形为油饰脱落、墙体剥蚀开裂、柱偏移等，极个别柱产生较大偏移；光化楼刚度相对稳定，前20阶振型自振频率均在10Hz以内；光化楼动力放大系数与层间位移角均较小，仍具有良好的抗震减震性能。     

纳米科技与粘土矿物学研究的思考

纳米科技已在地学领域取得了重要研究成果。粘土矿物学在材料科学中占有重要的地位,有必要建立“纳米粘土矿物学”这一学科,其研究手段与纳米科技一致,研究内容主要包括：纳米粘土矿物微粒矿物学、纳米粘土矿物体系物理学、纳米粘土矿物化学、纳米粘土矿物材料学和纳米粘土矿物加工学。本文进一步对纳米粘土矿物的检测方法和检测标准、聚合物／纳米粘土矿物复合材料的产业化提出了思考。     

Synthetic Experiments Dealing with Anisotropic Model Building

It has been shown in the past that the interval-NMO velocity and the non-ellipticity parameter largely control the P-wave reflection time moveout of VTI media. To invert for these two parameters, one needs either reasonably large offsets, or some structure in the subsurface in combination with relatively mild lateral velocity variation.This paper deals with a simulation of an inversion approach, building on the assumption that accurately measured V _NMO, as defined by small offset asymptotics for a particular reflector, were available. Instead of such measurements we take synthetically computed data. First, an isotropic model is constructed which explains these V _NMO. Subsequently, residual moveout in common image gathers is modelled by ray tracing (replacing real data), along with its sensitivity for changes in the interval-NMO velocity and the non-ellipticity parameter under the constraint that V _NMO is preserved. This enables iterative updating of the non-ellipticity parameter and the interval-NMO velocity in a layer that can be laterally inhomogeneous.This approach is successfully applied for a mildly dipping reflector at the bottom of a layer with laterally varying medium parameters. With the exact V _NMO assumed to be given, lateral inhomogeneity and anisotropy can be distinguished for such a situation. However, for another example with a homogeneous VTI layer overlying a curved reflector with dip up to 30°, there appears to be an ambiguity which can be understood by theoretical analysis. Consistently with existing theory using the NMO-ellipse, the presented approach is successfully applied to the latter example if V _NMO in the strike direction is combined with residual moveout in dip direction.     

流域物质与水系及产沙间非线性关系实验研究

在３５．５６ｍｍ／ｈ．ｃｍ＾２定雨强的人工降雨条件下,组成物质中径分别为０．０２１ｍｍ、０．０６６ｍｍ及０．０７６ｍｍ的发育对比实验表明,产沙过程具有波动振荡衰减特征;水系发育以增加河道（沟道）数目及弯曲拉伸长度两种方式进行最小消能。水系分形维数正是这种消能的量度。水系分数维值随时间呈不对称上凹型曲线。对比分析表明：产沙过程的振荡性、衰减率,随物质变粗而加强,水系河道数目随物质变细而增多,河道随物     

地震安全性评价和高层建筑的地震动输入

本文根据现行的中国地震烈度区划图中烈度的含义,指出在使用现行“建筑抗震设计规范”时存在的一些问题和与《中华人民共和国防震减灾法》的不协调之处。根据多年参加工程场地地震安全性评价的经验,总结了目前进行地震安全性评价过程中存在的一些问题。文中建议：针对高层建筑进行新的场地分类方法的研究;对高层建筑工程场地作地震安全性评价时,可根据高度的不同,适当简化安全性评价过程。     

Pre‐ and post‐test mathematical modelling of a plan‐asymmetric reinforced concrete frame building

Pre‐ and post‐test analyses of the structural response of a three‐storey asymmetric reinforced concrete frame building were performed, aimed at supporting test preparation and performance as well as studying mathematical modelling. The building was designed for gravity loads only. Full‐scale pseudo‐dynamic tests were performed in the ELSA laboratory in Ispra. In the paper the results of initial parametric studies, of the blind pre‐test predictions, and of the post‐test analysis are summarized. In all studies a simple mathematical model, with one‐component member models with concentrated plasticity was employed. The pre‐test analyses were performed using the CANNY program. After the test results became available, the mathematical model was improved using an approach based on a displacement‐controlled analysis. Basically, the same mathematical model was used as in pre‐test analyses, except that the values of some of the parameters were changed. The OpenSees program was employed. Fair agreement between the test and numerical results was obtained. The results prove that relatively simple mathematical models are able to adequately simulate the detailed seismic response of reinforced concrete frame structures to a known ground motion, provided that the input parameters are properly determined. Copyright © 2006 John Wiley & Sons, Ltd.     

基于Hough变换的建筑物半自动提取

提出了一种基于Hough变换的建筑物半自动提取方法.该方法针对由人工给定建筑物的初始角点并通过统计屋顶主方向对Hough变换的搜索范围和搜索角度进行限制,从而稳定快速地提取出屋顶的边缘.然后利用最小二乘的方法对提取出的屋顶边缘进行精确对中,实现了对平顶直角建筑物以及人字形建筑物的有效提取.