Locating and quantifying the seismic discontinuities in a complex medium through the migration and AVA analysis of reflected and converted waves: an application to the Mt Vesuvius volcano     

E. Auger  J. Virieux  A. Zollo 《Geophysical Journal International》2003,152(2):486-496

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Shear wave statics using receiver functions   总被引：1，自引：0，他引：1  

D. van Manen  J. O. A. Robertsson  A. Curtis  R. Ferber  H. Paulssen 《Geophysical Journal International》2003,153(3):F1-F5

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Three-dimensional elastic earthquake modelling based on integrated seismological and InSAR data: the M_w= 7.2 Nuweiba earthquake, gulf of Elat/Aqaba 1995 November     

G. Shamir  G. Baer  A. Hofstetter 《Geophysical Journal International》2003,154(3):731-744

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Book Reviews     

《The Professional geographer》2003,55(4):528-529

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沃尔什变换在测井曲线分层中的应用研究   总被引：7，自引：0，他引：7  

王祝文  刘菁华 《地质与勘探》2003,39(4):81-84

在岩性复杂的变质岩地区实施的大陆科学钻探，是通过采集井下不同深度岩石物理化学性质和物理场的各种数据，研究地壳特征及演化过程的各种科学问题。利用测井资料达到岩性剖面的重建是大陆科学钻探的重要目的之一。章利用沃尔什变换对钻孔岩性剖面进行分层，大重建的岩性剖面结果可以看出，该方法对于变质岩地区不同岩性的划分还是比较有效的。  相似文献   

PowerBuilder 8.0中C/S模式应用过渡到B/S模式应用的实现技术   总被引：1，自引：0，他引：1  

李军  罗省贤 《物探化探计算技术》2003,25(2):188-192

简要分析了PowerBuilder 8．0中各种B/S解决方案的优劣，探讨了适用于已有C／S模式应用过渡到B／S模式应用的实现方法，以及利用ASP技术实现对不同类型的客户测览器隐藏底层实现方法的技术，并给出了C／S模式应用过渡到B／S模式应用的一个实例。  相似文献   

济阳坳陷横波速度研究及应用   总被引：1，自引：0，他引：1  

李红梅  韩文功 《物探与化探》2003,27(5):362-365

随着多波勘探的发展,横波已越来越多地应用在实际勘探生产中,横波速度参数研究对于指导勘探是十分必要的.笔者利用纵横波VSP测井得到的纵横波速度,根据最小平方误差建立的速度模型,建立了济阳坳陷的纵波、横波、转换波速度参数,应用转换波速度参数提高了盐家地区的多波资料解释精度;利用多种资料总结出纵横波速度关系,为本区今后开展多波勘探提供基础资料.  相似文献   

Distribution of L_g coda Q in the Chinese continent and its adjacent regions     

丛连理  胡家富  傅竹武  温一波  康国发  吴小平 《中国科学D辑(英文版)》2003,46(6)

In continent Lg is usually one of the predominant phases recorded by short-period or broad-band seismometers. A ray-theoretical approach shows that Lg wave is the superposition of higher-mode surface waves propagating in the continental crust[1—4]. The g…  相似文献   

Laplace-transform analytic element solution of transient flow in porous media   总被引：1，自引：0，他引：1  

Alex Furman  Shlomo P. Neuman 《Advances in water resources》2003,26(12):1229-1237

A Laplace-transform analytic element method (LT-AEM) is described for the solution of transient flow problems in porous media. Following Laplace transformation of the original flow problem, the analytic element method (AEM) is used to solve the resultant time-independent modified Helmholtz equation, and the solution is inverted numerically back into the time domain. The solution is entirely general, retaining the mathematical elegance and computational efficiency of the AEM while being amenable to parallel computation. It is especially well suited for problems in which a solution is required at a limited number of points in space–time, and for problems involving materials with sharply contrasting hydraulic properties. We illustrate the LT-AEM on transient flow through a uniform confined aquifer with a circular inclusion of contrasting hydraulic conductivity and specific storage. Our results compare well with published analytical solutions in the special case of radial flow.  相似文献   

System identification of linear structures based on Hilbert–Huang spectral analysis. Part 2: Complex modes     

Jann N. Yang  Ying Lei  Shuwen Pan  Norden Huang 《地震工程与结构动力学》2003,32(10):1533-1554

A method, based on the Hilbert–Huang spectral analysis, has been proposed by the authors to identify linear structures in which normal modes exist (i.e., real eigenvalues and eigenvectors). Frequently, all the eigenvalues and eigenvectors of linear structures are complex. In this paper, the method is extended further to identify general linear structures with complex modes using the free vibration response data polluted by noise. Measured response signals are first decomposed into modal responses using the method of Empirical Mode Decomposition with intermittency criteria. Each modal response contains the contribution of a complex conjugate pair of modes with a unique frequency and a damping ratio. Then, each modal response is decomposed in the frequency–time domain to yield instantaneous phase angle and amplitude using the Hilbert transform. Based on a single measurement of the impulse response time history at one appropriate location, the complex eigenvalues of the linear structure can be identified using a simple analysis procedure. When the response time histories are measured at all locations, the proposed methodology is capable of identifying the complex mode shapes as well as the mass, damping and stiffness matrices of the structure. The effectiveness and accuracy of the method presented are illustrated through numerical simulations. It is demonstrated that dynamic characteristics of linear structures with complex modes can be identified effectively using the proposed method. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献