基于GPS技术的大桥自振频率测量研究

以GPS快速静态相对定位技术对武汉白沙洲长江大桥进行自振频率测试,采用GPS动态监测的方法,通过对悬索桥关键点的点位测量和三维位移进行动态实时监测以及对测量数据的分析,得出点位时程图,经频谱分析得出长江三桥的自振特征要素。     

一种分离暴雨过程天气尺度和次天气尺度特征的方法

作者提出利用奇异谱主分量重建技术进行气象变量场尺度分离的新构想,并设计出尺度分离的具体实施方法.使用此方法对1998年7月下旬长江流域强暴雨过程的卫星观测亮温(TBB)场进行了试验性尺度分离.结果表明,该分离技术可以将这次暴雨过程天气尺度和次天气尺度系统的基本结构清晰地分离出来.在天气尺度场上,长江流域呈现出明显的切变线上连续性对流云系的特征.在次天气尺度场上,可以清楚地显现出偶极子系统的演变特征,其活动与暴雨过程有很好的对应.     

土地利用动态遥感监测中变化信息的提取方法

在参与2001年的全国土地利用动态遥感监测项目中,通过对遥感机理的深入研究,结合土地利用动态监测的遥感数据源、任务要求及满足生产实际的需要,在参考现有方法的基础上,对变化信息提取的整个过程进行了整理,并通过实践验证了变化信息提取方法的可靠性。     

沙化土地野外光谱数据采集的技术方法探讨

根据对环北京地区沙化土地野外光谱数据采集工作，探讨了光谱数据采集的技术方法选择，并以ASD FieldSpec^FR全波段野外光谱仪所测数据为例进行分析，对影响光谱数据共享的辅助数据进行了讨论。     

测站位移固体潮效应的潮波公式

固体潮对测站位移的影响是空间大地测量和天文地球动力学研究的重要组成部分。对目前常用的3种引潮力位展开形式进行了总结，并列出了它们各自的实用公式。不同于IERSl996和IERS2000推荐的固体潮对测站位移影响的理论模型，独立于天体历书而基于精密引潮力位展开，直接给出了在亚毫米精度下的潮波公式，利用新的精密引潮位展开在亚毫米精度上重新计算了永久性潮汐的影响。可为高精度的空间大地测量和天文地球动力学的研究提供理论依据和参考。     

Turbulence Structure in the Wake Region of a Meteorological Tower

A meteorological tower significantly modifies the air flow, the mean windspeed and wind direction as well as the turbulencestructure of the air. Suchchanges can be noticed in particular in the wake region of the tower.Measurementson the 200 m tower ofForschungszentrum Karlsruhewere carried outusing Solent sonic anemometers in the lee of the towerand cup anemometers on both sides.In the wake region, spectral energydensity is increased in the high-frequency range. Superposition of this disturbance spectrum on the undisturbedspectrum yields a `knee' in the resulting spectrum. In the case of low turbulence intensity with stable stratification,a plateau with a constant energy content is observed in front of the knee.This effect is caused by the new production of turbulence energy from the mean flow as well as by an energy transfer fromlarger to smaller vortices. Power spectra in strongly stable conditionsshow a more rapid decrease of intensity in the region where the inertialsubrange is expected.The relevant scales of wake turbulence are derived from the maximum of the disturbance spectrum.Locations of the high-frequency peak do not depend on atmospheric stability,but are controlled mainly by mean wind speed.Apart from the reduction of the mean wind speed, the spectra and cospectra exhibit a strong anisotropy for such cases.The results demonstrate the significant influence of a tower on turbulence spectra in the wake region.     

An Incremental Response Spectrum Analysis Procedure Based on Inelastic Spectral Displacements for Multi-Mode Seismic Performance Evaluation

The so-called Nonlinear Static Procedure (NSP) based on pushover analysis has been developed in the last decade as a practical engineering tool to estimate the inelastic response quantities in the framework of performance-based seismic evaluation of structures. However NSP suffers from a major drawback in that it is restricted with a single-mode response and therefore the procedure can be reliably applied only to the two-dimensional response of low-rise, regular buildings. Recognizing the continuously intensifying use of the pushover-based NSP in the engineering practice, the present paper attempts to develop a new pushover analysis procedure to cater for the multi-mode response in a practical and theoretically consistent manner. The proposed Incremental Response Spectrum Analysis (IRSA) procedure is based on the approximate development of the so-called modal capacity diagrams, which are defined as the backbone curves of the modal hysteresis loops. Modal capacity diagrams are used for the estimation of instantaneous modal inelastic spectral displacements in a piecewise linear process called pushover-history analysis. It is illustrated through an example analysis that the proposed IRSA procedure can estimate with a reasonable accuracy the peak inelastic response quantities of interest, such as story drift ratios and plastic hinge rotations as well as the story shears and overturning moments. A practical version of the procedure is also developed which is based on the code-specified smooth response spectrum and the well-known equal displacement rule. This revised version was published online in July 2006 with corrections to the Cover Date.     

地球主磁场的能量密度谱及其长期变化

根据BJ地磁场模型和第8代国际地磁参考场(IGRF)模型，计算并分折了1690～2000年期间地球表面主磁场和分量的能量密度谱及其长期变化。结果表明1690～2000年期间主磁场的能量密度谱一直在减小，其主要原因是由于偶板子磁场的衰减产生的，而非偶板子磁场的能量密度谱在1690～1780年期间减小，1780～1890年增大，1890年以后快速增大。在地磁场总能谱的变化中，Z分量的贡献起主要作用。能量密度随谐波阶数的变化在半对数坐标中近似线性，非偶板子场的等效磁源深度位于核幔边界附近，n＝1，2谐波项的等效磁源位于地球内核边缘，其位置随时间变化。1780和1890年前后是地磁场变化的转折时期。能量密度谱的长期变化存在大约60a的周期规律。     

声频谱测井方法研究进展

主要介绍声频谱测井方法的理论基础和解释应用．声频谱测井作为一种新的声波测井方法，它是利用多个频率实现对井壁附近不同径向深度处地层的探测．首先介绍了声频谱测井方法的理论基础，在此基础上在声频谱声系中设计了10K、20K、40K三种不同主频的声波探头组合，结合声频谱参数与岩石储集参数的关系，设计了声频谱测井的基本解释方案，探讨了声频谱测井解释方法在确定孔隙度、渗透率、识别油气、裂缝，以及岩石力学参数计算及过套管测井等方面的应用．     

周至深井水震波数字化记录与地震波记录的对比研究

介绍了周至深井井孔概况和水位观测的仪器设备配置，通过对2000年10月6日日本本州7．3级地震的水震波数字化记录的频谱分析，与陕西数字地震台网同一地震事件进行对比研究，结果表明，周至深井可以记录到周期大于2s的水震波，对地动位移的放大倍率约为200倍，带宽大于DK-1地震仪和FBS-3地震计，相当于一台深井宽带地震仪。