江淮地区地震烈度衰减关系的研究   总被引：4，自引：0，他引：4  

翟洪涛  刘欣  刘庆忠  张毅 《华北地震科学》2003,21(4):30-34

地震烈度衰减关系具有较强的地区性,这是由于不同地区的震源特性、传播介质和场地条件的不同而引起.研究区(北纬29°～35°,东经114°～120°)位于华北地震区和华南地震区之间的过渡地区,地震活动性总体水平不高,烈度衰减关系有其自身的震源特性、传播介质和场地衰减特性等.本次工作重新挑选震例,对研究区的地震烈度衰减规律进行了统计回归分析,并与该地区已有的地震烈度衰减关系进行认真的比较分析.  相似文献   

Decoupled seismic analysis of an earth dam   总被引：2，自引：0，他引：2  

Ernesto Cascone  Sebastiano Rampello 《Soil Dynamics and Earthquake Engineering》2003,23(5):349-365

The seismic stability of an earth dam is evaluated via the decoupled displacement analysis using the accelerograms obtained by ground response analysis to compute the earthquake-induced displacements. The response analysis of the dam is carried out under both 1D and 2D conditions, incorporating the non-linear soil behaviour through the equivalent linear method. Ten artificial and five real accelerograms were used as input motions and four different depths were assumed for the bedrock.1D and 2D response analyses were in a fair agreement with the exception of the top third of the dam where only a 2D modelling of the problem could ensure that the acceleration field is properly described. The acceleration amplification ratio obtained in the 2D analyses was equal to about 2 in all the cases considered, consistently with data from real case histories.The maximum permanent displacements computed by the sliding block analysis were small, being less than 10% of the service freeboard; a satisfactory performance of the dam can then be envisaged for any of the seismic scenarios considered in the analyses.  相似文献   

Optimum multiple tuned mass dampers for structures under the ground acceleration based on the uniform distribution of system parameters     

Chunxiang Li  Yanxia Liu 《地震工程与结构动力学》2003,32(5):671-690

The five MTMD models, with natural frequencies being uniformly distributed around their mean frequency, have been recently presented by the first author. They are shown to have the near‐zero optimum average damping ratio (more precisely, for a given mass ratio there is an upper limit on the total number, beyond which the near‐zero optimum average damping ratio occurs). In this paper, the eight new MTMD models (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1～US‐MTMD3, UD‐MTMD1 and UD‐MTMD2), with the system parameters (mass, stiffness and damping coefficient) being, respectively, uniformly distributed around their average values, have been, for the first time here, proposed to seek for the MTMD models without the near‐zero optimum average damping ratio. The structure is represented by the mode‐generalized system corresponding to the specific vibration mode that needs to be controlled. Through minimization of the minimum values of the maximum dynamic magnification factors (DMF) of the structure with the eight MTMD models (i.e. through the implementation of Min.Min.Max.DMF), the optimum parameters and values of Min.Min.Max.DMF for these eight MTMD models are investigated to evaluate and compare their control performance. The optimum parameters include the optimum mass spacing, stiffness spacing, damping coefficient spacing, frequency spacing, average damping ratio and tuning frequency ratio. The six MTMD models without the near‐zero optimum average damping ratio (i.e. the UM‐MTMD1～UM‐MTMD3, US‐MTMD1, US‐MTMD2 and UD‐MTMD2) are found through extensive numerical analyses. Likewise, the optimum UM‐MTMD3 offers the higher effectiveness and robustness and requires the smaller damping with respect to the rest of the MTMD models in reducing the responses of structures subjected to earthquakes. Additionally, it is interesting to note, by comparing the optimum UM‐MTMD3 with the optimum MTMD‐1 recently investigated by the first author, that the effectiveness and robustness for the optimum UM‐MTMD3 is almost identical to that for the optimum MTMD‐1 (without inclusion of the optimum MTMD‐1 with the near‐zero optimum average damping ratio). Recognizing these performance benefits, it is preferable to employ the optimum UM‐MTMD3 or the optimum MTMD‐1 without the near‐zero optimum average damping ratio, when installing the MTMD for the suppression of undesirable oscillations of structures under earthquakes. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

NNR constraint in ITRF2000 and the new global plate motion model NNR-ITRF2000VEL   总被引：4，自引：0，他引：4  

朱文耀  符养  李彦  吴显兵 《中国科学D辑(英文版)》2003,46(Z2)

There are 54 sites employed by ITRF2000 for ITRF2000 orientation. The deficiencies are obvious. First, these sites cannot well represent the rotation rate of the earth crust because there is no selected site in five out of fourteen tectonic plates and three of fourteen plates only have one site each. Second, the total angular momentum of the crust is non-vanishing in ITRF2000, even though it is declared that No Net Rotation (NNR) with respect to NNR-NUVEL1A is imposed on ITRF2000 construction according to the documentations of ITRF2000. So the NNR condition in conventional terrestrial reference system (CTRS) realization cannot be satisfied in ITRF2000. In this paper, the criteria of site selection for estimating the Euler vectors are suggested; the Tisserand system constraint equation in ITRF construction is derived; and as a product, the global plate motions can be obtained from the ITRF2000 construction.  相似文献   

A hybrid indirect boundary element—discrete wave number method applied to simulate the seismic response of stratified alluvial valleys     

S. A. Gil-Zepeda  J. C. Montalvo-Arrieta  R. Vai  F. J. Snchez-Sesma 《Soil Dynamics and Earthquake Engineering》2003,23(1):77-86

A hybrid indirect boundary element – discrete wavenumber method is presented and applied to model the ground motion on stratified alluvial valleys under incident plane SH waves from an elastic half-space. The method is based on the single-layer integral representation for diffracted waves. Refracted waves in the horizontally stratified region can be expressed as a linear superposition of solutions for a set of discrete wavenumbers. These solutions are obtained in terms of the Thomson–Haskell propagators formalism. Boundary conditions of continuity of displacements and tractions along the common boundary between the half-space and the stratified region lead to a system of equations for the sources strengths and the coefficients of the plane wave expansion. Although the regions share the boundary, the discretization schemes are different for both sides: for the exterior region, it is based on the numerical and analytical integration of exact Green's functions for displacements and tractions whereas for the layered part, a collocation approach is used. In order to validate this approach results are compared for well-known cases studied in the literature. A homogeneous trapezoidal valley and a parabolic stratified valley were studied and excellent agreement with previous computations was found. An example is given for a stratified inclusion model of an alluvial deposit with an irregular interface with the half-space. Results are displayed in both frequency and time domains. These results show the significant influence of lateral heterogeneity and the emergence of locally generated surface waves in the seismic response of alluvial valleys.  相似文献   

陕西省地下水水质监测发展探析   总被引：1，自引：0，他引：1  

鱼晓利 《地下水》2003,25(1):11-12,25

本文针对陕西省地下水水质监测控制范围局限于农灌区，监测项目单一的现状，通过分析研究，提出水质监测的发展思路，剖析实现新思路的相关条件。  相似文献   

平邑县地下水资源分布及其开发利用对策     

崔运爱  魏景斌 《地下水》2003,25(1):28-30

地下水作用为平邑县工业生产、城镇居民生活及农村人畜用水的主要供水水源，其开发利用十分重要。通过研究地下水资源的分布特征及开发利用条件，分析用水现状和开采水平，提出存在的问题，探讨合理开发利用地下水资源的布局及角决水资源供需矛盾的对策，以保证地下水资源的合理、有效、持续利用，使其发挥更大的效益。  相似文献   

星载加速度传感器的在轨运动影响   总被引：2，自引：0，他引：2  

程芦颖  魏子卿 《武汉大学学报(信息科学版)》2003,28(4):455-457

加速度传感器测量卫星所受非引力加速度的精度是利用该技术精确恢复重力场的重要指标。根据卫星运动理论 ,给出了轨道升交点赤经摄动、近升距摄动、卫星运动、坐标轴旋转引起的加速度性质以及相应表达式。针对CHAMP卫星轨道 ,讨论了各项的影响量级  相似文献   

利用频谱解混叠方法实现超分辨率影像重建   总被引：3，自引：0，他引：3  

钦桂勤  耿则勋  徐青 《测绘学报》2003,32(2):143-147

基于信号处理的超分辨率影像重建技术，可以消除由影像系统引起的影像模糊和退化，同时恢复出光学权限外的频谱信息。首先简要介绍了超分辨率影像重建技术的意义和基本过程；并对影像配准与运动模型估计在超分辨率影像重建中的作用给予简要介绍；接着根据连续傅里叶变换(CFT)和离散傅里叶变换(DFT)的频谱混叠关系及CFT位移性质，推导出频谱解混叠的超分辨率影像重建模型；最后采用文献中的运动模型估计方法和本文的重建算法，对几组数据进行实验，获得了空间分辨率提高近1倍的影像。  相似文献   

基于网络的机器人跨平台远程实时控制   总被引：2，自引：0，他引：2  

徐德  赵晓光  陈刚  顾农 《武汉大学学报(信息科学版)》2003,28(2):248-252

提出了一种基于网络的多层次结构的跨平台远程实时控制框架，它由智能与人机交互层、运动规划层、运动控制层和伺服控制层构成，并基于该框架完成了一套单机器人远程实时控制系统，进行了远程视觉控制试验。试验表明，该控制系统运行稳定，实时性强。  相似文献