郑州国际会展中心展厅钢屋盖的动力特性分析

郑州国际会展中心展览厅钢屋盖采用了空间斜拉式索拱结构体系，为探讨该体系的动力特性，采用ANSYS有限元程序，分别建立钢屋盖与下部混凝土结构共同作用、钢屋盖单独作用以及无斜拉系统的钢屋盖单独作用时的3个空间计算模型，采用子空间迭代法计算其自振周期和振型，并加以比较。从而得出钢屋盖的动力特性，为进一步研究此类结构的受力特性奠定了基础。     

云宵县5月暴雨客观预报模型

采用文献[1]提出的技术模型，研制了云宵县5月暴雨预报方法，建立了4个因子结构简单而天气学意义明了的客观预报模型。经2000～2003年试用，这种基于场量因子的预报模型，未漏报，严格评定的准确率为67％，明显优于主观预报。     

地脉动测试技术若干问题的讨论

讨论了地脉动的测试技术以及测试工作中应该重视而且容易被忽视的问题 ,并就地脉动幅值域和频率域特性参数提出不同的看法     

湖北蕲春花岗岩类锆石SHRIMP年龄：大别山造山带内弱变质—未变质晋宁期花岗岩类的发现

蕲春花岗质杂岩体包括斑状二长花岗岩和花岗岩两部分,它们之间在化学性质上存在着很大的差异,前者表现为高Al 2O3(15.73%)、相对高CaO(2.46%)、Na2O含量明显高于K2O(Na2O/K2O=1.27),尤以强烈亏损重稀土元素和极强的轻、重稀土元素分馏程度[(La/Yb)N=46.8]为特征而类似于太古宙高Al2O3的TTG岩石.而后者则以较低的Al2O3含量(14.05%)、贫CaO(0.82%)、K2O含量明显高于Na2O(Na2O/K2O=0.81)为特征,轻、重稀土元素的分馏程度[(La/Yb)N=10.89]也较片麻状二长花岗岩中弱得多.两类岩石中锆石的U-PbSHRIMP年龄分别为824.6±17.6 Ma和784±20 Ma,该时代与大别山造山带内花岗片麻岩的原岩形成年龄类似.大别山造山带内弱变质-未变质晋宁期花岗岩的出现表明扬子板块印支期向北俯冲时,该花岗质杂岩处于俯冲板片的后缘,可代表造山带内扬子基底的原地露头.而岩体周围的高压变质杂岩应是折返上来的无根构造岩片,大别山造山带内高压超高压变质杂岩的出露不是整体性抬升剥蚀的结果.     

Crater formation in soils by raindrop impact

The process of crater formation by the impact of water drops on soil, sand and various other target material was studied. Craters of various shapes and sizes were observed on different target materials or conditions, ranging from circumferential depression to completely hemispherical shape. Crater shape was dependent upon target material, its ?ow stress or shear strength and the presence and thickness of water on the surface. Between 5 and 22 per cent of impact energy was spent on cratering, but the relationship between crater volume and kinetic energy of a raindrop was curvilinear, indicating a lower ef?ciency of impact energy in removing target material as the energy increases. Impact impulse, on the other hand, showed a more linear relationship with crater volume, and the ratio of impulse over crater volume (I/V) remained constant for the entire range of drop sizes, impact velocities, and surface conditions used in this study. Surface shear strength, represented by the penetration depth of fall‐cone penetrometer, appeared to be a key factor involved in this process. An equation was developed which related crater volume to cone penetration depth and impact impulse. Crater volume, which appeared to be a better indicator of the total amount of material dislodged by a raindrop than splash amount, can thus be predicted using this equation. Copyright © 2004 John Wiley & Sons, Ltd.     

Probability-consistent spectrum and code spectrum

IntroductionInChina,thecombinationofseismicdesigncodewithzoningmapofseismicintensityorgroundmotionparametersisusuallyadoptedtodeterminetheseismicfortificationcriterionforthegeneralindustryandcivilbuildings.Thepresentproceduresareasfollows.Accordingtothepro-jectlocation,thedesignbasicaccelerationofgroundmotionandthedesigncharacteristicperiodofresponsespectrumareobtainedfromthezoningmapofseismicgroundmotionparameters(GeneralAdministrationofQualitySupervision,InspectionandQuarantineofthePeople…     

Period formulas of shear wall buildings with flexible bases

The evaluation of the fundamental period of shear wall buildings considering the flexibility of the base is investigated in this paper. This research is motivated by the discrepancy reported between the formulas used in different building codes and the measurement of real buildings. Both experimental and analytical approaches are used to assess the effect of the base flexibility on the fundamental period of shear wall structures. In total, twenty buildings built on different types of soil are tested under ambient vibration. The fundamental period is identified using a non‐parametric linear model in the frequency domain. The results show that fundamental period formulas used by UBC‐97 and NBCC‐95 are inadequate since they do not include the effect of the foundation stiffness. To improve the estimation of the fundamental period of shear wall buildings, an analytical approach is presented. The structure and the foundation are represented by a continuous‐discrete system. The stiffnesses of the base are represented by translational and rotational discrete springs. The rigidities of these springs are evaluated from the elastic uniform compression of the soil mass and the size of the foundation. The analytical predictions improve the estimation of the fundamental period and keep the computation simple. The error between the measured period and the analytical results is, on average, less than 10%. Copyright © 2003 John Wiley & Sons, Ltd.     

星载被动微波遥感反演降水算法回顾

根据不同的降水反演方法对多种利用SSM／I、TMI反演降水的算法进行归类总结，按下垫面检测和降水反演算法两大步骤进行简要描述，并分经验法、半经验(半物理)法、物理模式法及物理廓线法4类方法对多种算法作了回顾。     

火箭增雨作业中雷达和3S技术的应用

为了提高作业的科学性，采用新一代多普勒雷达和3S技术指挥火箭车适时科学流动作业，在分析当地天气特点、雷达回波特征以及充分运用现有人工影响天气技术的基础上，运用多普勒雷达指挥作业对不同类型云进行催化时目标云的选择、催化潜力判断、时机把握、催化部位的确定等关键问题进行了研究。提出了包括雷达监测、判别指标、作业参数生成和效果反馈分析等内容的新一代火箭增雨作业技术方法，并运用3S技术对作业车辆实时定位跟踪，适时调整，科学指挥火箭车流动作业的技术思路。     

天津机场地区冻雨天气分析

利用气象常规资料，对天津机场地区1979～2002年出现的3次冻雨天气进行对比分析，找出了冻雨发生的天气形势特点和大气垂直结构特征：地面受低压控制，高空处在槽前，有明显的增温现象，槽前西南暖湿气流强盛，存在低空急流；850hPa到地面存在逆温层；700～500hPa之间有冰晶层，冰晶层内的温度为-10～-14℃：850hPa附近为暖层，暖层底部的高度在1．0～2．0km左右，暖层的厚度大约为1．0～2．0km，暖层内的温度大约为0～2℃；从地面到1．0～2．0km的高度存在冷层，冷层内温度大约为0～-2℃。以2002年12月13～14日的冻雨天气为代表个例，利用客观分析产品进行诊断分析，总结出冻雨天气预报的着眼点，为冻雨天气预报提供参考。