黔西南地甲病重病区与环境地球化学关系研究

贵州是我国碘缺乏病严重地区之一，特别是黔西南地区。本根据含碘量的调查，编制了贵州露头地层、地表土壤和地表水中含碘量分布图，并与地甲病患病率分布图进行对比研究。研究表明，地甲病患病率与露头地层中碘含量关系不明显，地表土壤中碘含量与地甲病患病率有一定关系，而地表水中碘含量与地甲病患病率关系较为密切，地表水中含碘量高的地区，地甲病患病率就低，反之则地甲病患病率高。     

浙江天台地区赖家组的划分与分布

柴达木盆地是中国目前保存较为完整的、连续的、巨厚的河－湖相沉积记录的盆地，通过对ZK701＋801，水6孔，涩中6和涩深1井等典型剖面孢子花粉组合特征和分布规律的研究，详细地论述了第四纪孢粉组合带及其所代表的植被，气候演变进程，自1．87MaB.P.以来共识出了59个孢粉组合带，划分出29个完整的冷暖气候旋回，并且同中国西北第四纪黄土－古土壤系列的37个气候旋回以及深海钻孔氧同位素气候旋回进行了较好的对比。     

北山戈壁荒漠地区1：5万植物地球化学测量效果

北山戈壁荒漠景观区土壤垂直剖面不存在通常的A、B、C分层结构，且掺杂有大量风成沙。在公婆泉地区开展1：5万常规地球化学测量方法研究的同时，进行了植物地球化学测量试验研究。研究表明，两种方法的主要指示元素异常有很好对应性，红沙是我国西部干旱荒漠广大地区开展植物地球化学测量的一种良好采样对象。     

Predictive instantaneous optimal control of elastic structures during earthquakes

A predictive instantaneous optimal control (PIOC) algorithm is proposed for controlling the seismic responses of elastic structures. This algorithm compensates for the time delay that happens in practical control applications by predicting the structural response over a period that equals the time delay, and by substituting the predicted response in the instantaneous optimal control (IOC) algorithm. The unique feature of this proposed PIOC algorithm is that it is simple and at the same time compensates for the time delay very effectively. Numerical examples of single degree of freedom structures are presented to compare the performance of PIOC and IOC systems for various time delay magnitudes. Results show that a time delay always causes degradation of control efficiency, but PIOC can greatly reduce this degradation compared to IOC. The effects of the structure's natural periods and the choice of control gains on the degradation induced by the time delay are also analyzed. Results show that shorter natural periods and larger control gains are both more sensitive and more serious to the degradation of control efficiency. Finally, a practical application of PIOC is performed on a six‐story moment‐resisting steel frame. It is demonstrated that PIOC contributes significantly to maintain stability in multiple degree of freedom structures, and at the same time PIOC has a satisfactory control performance. Copyright © 2003 John Wiley & Sons, Ltd.     

Predictive instantaneous optimal control of inelastic structures during earthquakes

A new inelastic structural control algorithm is proposed by incorporating the force analogy method (FAM) with the predictive instantaneous optimal control (PIOC) algorithm. While PIOC is very effective in compensating for the time delay for elastic structures, the FAM is highly efficient in performing the inelastic analysis. Unlike conventional inelastic analysis methods of changing stiffness, the FAM analyzes structures by varying the structural displacement field, and therefore the state transition matrix needs to be computed only once. This greatly simplifies the computation and makes inelastic analysis readily applicable to the PIOC algorithm. The proposed algorithm compensates for the time delay that happens in practical control systems by predicting the inelastic structural response over a period that equals the magnitude of the time delay. A one‐story frame with both strain‐hardening and strain‐softening inelastic characteristics is analyzed using this algorithm. Results show that the proposed control algorithm is feasibile for any inelastic structures. While the control efficiency deteriorates with the increase in magnitude of the time delay, the PIOC maintains acceptable performance within a wide range of time delay magnitudes. Finally, a computer model of a six‐story moment‐resisting steel frame is analyzed to show that PIOC has good control results for real inelastic structures. Copyright © 2003 John Wiley & Sons, Ltd.     

HLAFS和T63数值预报产品在暴雨分析中的应用

首次使用ＨＬＡＦＳ数值预报产品对黑龙江省暴雨进行分析，结合Ｔ６３数值预报产品，利用两者提供的物理一０８时和２０时的实况场和预报场格点资料，对黑龙江省一次暴雨过程进行分析，找出了暴雨发生的物理机制，指出深厚的水汽条件以及水汽的辐合，强烈的上升运动和不稳定能量的存贮和释放是产生暴雨的关键因素。     

海原断裂带西段断层泥的分形研究

利用光学和电子显微镜研究了海原断裂带西段断层泥的粒径分布，５微米至１厘米的粒径段，断层泥具有自相似特征，断层面的粘滑摩擦的特征位移参数可由分维上限（约１厘米）确定。同时用分形理论分析了断层泥粒度分重量百分比的分形结构特征，探讨了粒度成分分维值与断层运动特征的关系。     

高粘性牛顿流体粘性耗散的快速计算方法

螺旋泵可用来输送高粘性液体，该过程中由于液体的温度升高而粘度降低，因而其粘性耗散不能忽略。本文介绍一种上述情况下计算液体粘度、泵的功率和压力降的近似公式。     

夯扩桩半模夯扩试验及夯扩机理探讨

设计了夯扩桩半模夯扩试验，采用读数显微镜直接测读上体质点位移，获得了不同密度的均匀砂土中砂粒的位移，由此确定土体的位移场和密度场。借鉴魏西克（Ｖｅｓｉｃ）球形孔穴膨胀理论和梅耶霍夫（Ｍｅｙｅｒｈｏｆ）塑性剪切理论，结合模型试验成果，对夯扩机理作了探讨，并定性地提出了夯扩机理模式。     

安徽双河含柯石英硬玉石英岩中流体包裹体的研究

在安徽双河含柯石英石玉石英岩中已识别出５类流体懈裹体，其中早期退变质阶段捕获的包裹体是均一温度低、含盐度较高的水溶包裹体，晚期捕获提均一温度较高、含盐底低的水溶流体包裹体，更晚期的是三相富含ＣＯ２包裹体及均一温度高的气－液两相富Ｃ炮裹体，为限定硬玉石英岩的隆升轨迹提供重要依据，在单相气体包裹体和三相富含Ｃ炮裹体中的气相成分为ＣＯ２和Ｎ２，氮可能来自外部或玉石英岩的原岩。