利用强震记录分析场地的地震反应   总被引：13，自引：1，他引：13       下载免费PDF全文

章文波  谢礼立  郭明珠 《地震学报》2001,24(6):604-614

利用唐山近场强震记录对如何分析场地反应进行研究，分析比较了多种方法:线性反演法、传统的谱比法以及接收函数法．通过比较研究，发现各种方法都能给出土层场地的卓越周期，但每种方法给出的场地反应不完全相同．其中，传统的谱比法与线性反演法的结果较为接近，而接收函数法的结果则同其它两种方法的结果相差较大．在线性反演法中，给出了Ｓ波的品质因子QS，QS 在0.5～32Ｈz范围内与频率有关:QS（f）＝67 f 1.1．   相似文献   

Three-dimensional Q structure in Jiashi earthquake region of Xinjiang     

Fan Ji-chang  Li Song-lin  Lai Xiao-ling  Deng Hong-zhao 《地震学报(英文版)》2001,14(6):611-619

3-D S-waveQ structure in Jiashi earthquake region is inverted based on the attenuation of seismic waves recorded from earthquakes in this region in 1998 by the Research Center of Exploration Geophysics (RCEG), CSB, and a rough configuration of deep crustal faults in the earthquake region is presented. First, amplitude spectra of S-waves are extracted from 450 carefully-chosen earthquake records, called observed amplitude spectra. Then, after instrumental and site effect correction, theoretical amplitude spectra are made to fit observed amplitude spectra with nonlinear damped least-squares method to get the observed travel time overQ, provided that earthquake sources conform to Brune’s disk dislocation model. Finally, by 3-D ray tracing method, theoretical travel time overQ is made to fit observed travel time overQ with nonlinear damped least-squares method. In the course of fitting, the velocity model, which is obtained by 3-D travel time tomography, remains unchanged, while onlyQ model is modified. When fitting came to the given accuracy, the ultimateQ model is obtained. The result shows that an NE-trending lowQ zone exists at the depths of 10–18 km, and an NW-trending lowQ zone exists at the depths of 12–18 km. These roughly coincide with the NE-trending and the NW-trending low velocity zones revealed by other scientists. The difference is that the lowQ zones have a wider range than the low velocity zones. Foundation item: Joint Seismological Science Foundation of China (957-07-414) and State Key Basic Research Development and Programming Project (95-13-02-02). Contribution No. RCEG200105, Research Center of Exploration Geophysics, China Seismological Bureau.  相似文献   

判断水淹程度的碳氧比能谱测井方法研究   总被引：5，自引：2，他引：5  

王祝文  刘菁华  李舟波  陆敬安  张建民  郭淑梅  王永成  赵志宇 《物探与化探》2001,25(1):37-39,44

碳氧比能谱测井方法是在套管井中用于划分油水层、确定含油水饱和度及岩性的一种有效方法。根据碳氧比能谱测井的原始谱线资料,提出了一种判断油层水淹程度的指数-水淹指数。通过实际资料验证,该指数对水淹程度有很好的判断作用,具有良好的应用前景。  相似文献   

大气谱模式中质量守恒格式的研究   总被引：2，自引：2，他引：2  

陈嘉滨  舒静君 《大气科学》1996,20(2):169-180

当前在世界上广泛采用的谱模式，是以地面气压ps取对数作为展谱变量，模式大气总质量不守恒。本文研究这样的问题，提出了以热力学变量比容α代替温度变量T的方法，并以地面气压ps本身作为展谱变量，这样可以保持大气总质量守恒。同时，由于以α作展谱变量，可使重要项气压梯度项为二阶变量组成，截谱后，不会出现混淆误差。计算结果表明，这样改变后，大气总质量保持守恒。同时消除了混淆误差的出现。  相似文献   

实际预报可预报性的时空依赖性分析   总被引：4，自引：1，他引：4  

李志锦  纪立人 《大气科学》1996,20(3):290-297

本文利用国家气象中心1990年1月1日至1992年2月29日的1～5 d、500 hPa高度场业务预报结果研究了不同球谐函数谱分量和经验正交函数(EOF)谱分量的可预报性。对球谐函数谱分量的研究表明可预报性并不是随着空间尺度的增加呈现单调的递减关系，主要表现为在总波数n等于5附近具有最大可预报性。可预报性主要依赖于总波数n，经卷大圆上的波数和纬向圆周上的波数对可预报性具有完全相同的重要意义。对EOF谱分量的分析表明，随着EOF指数(即序号数)的增大，可预报性依次减小。从EOF和球谐函数的关系发现前几个EOF分量正是对应着最可预报的球谐函数分量。进一步分析表明，最可预报的分量对应大气运动的慢变流型。这些结果对如何使用数值预报产品以及如何进行延伸预报具有重要意义。  相似文献   

The　Q　value　variations　in　the　preparing　pro－cess　of　rock　rupture     

王彬  许昭永  赵晋明  胡毅力 《地震学报(英文版)》1996,(4)

ＴｈｅＱｖａｌｕｅｖａｒｉａｔｉｏｎｓｉｎｔｈｅｐｒｅｐａｒｉｎｇｐｒｏ┐ｃｅｓｏｆｒｏｃｋｒｕｐｔｕｒｅＢＩＮＷＡＮＧ１）（王彬），ＺＨＡＯ－ＹＯＮＧＸＵ１）（许昭永），ＪＩＮ－ＭＩＮＧＺＨＡＯ１）（赵晋明）ＹＩ－ＬＩＨＵ２）（胡毅力）１）Ｓｅｉ...  相似文献   

Study　on　the　characteristics　of　crust－mantle　transition　zone　in　Western　Yunnan　Province     

胡鸿翔  林中洋  边银菊  王椿镛  朱良保 《地震学报(英文版)》1996,9(4):573-581

Ｓｔｕｄｙｏｎｔｈｅｃｈａｒａｃｔｅｒｉｓｔｉｃｓｏｆｃｒｕｓｔ┐ｍａｎｔｌｅｔｒａｎｓｉｔｉｏｎｚｏｎｅｉｎＷｅｓｔｅｒｎＹｕｎｎａｎＰｒｏｖｉｎｃｅＨＯＮＧ－ＸＩＡＮＧＨＵ（胡鸿翔）ＺＨＯＮＧ－ＹＡＮＧＬＩＮ（林中洋）ＹＩＮ－ＪＵＢＩＡＮ（边银...  相似文献   

利用历史地震影响烈度的统计特性进行地震区划     

贾素娟  鄢家全 《地震研究》1996,19(3):277-285

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Modelling of ground motion in the vicinity of massive structures     

Claudio Chiaruttini  Stefano Grimaz  Enrico Priolo 《Soil Dynamics and Earthquake Engineering》1996,15(2):75

A two-dimensional elastic Chebyshev spectral element method (SPEM) is used to model the seismic wavefield within a massive structure and in its vicinity. We consider 2-D models where a linear elastic structure, with quadrangular cross-section, resting on an elastic homogeneous half-space, is impinged upon by the waves generated by a surface impulse at some distance. The scattering of Rayleigh waves and the response of the structure are extensively analysed in a parametric way, varying size, mechanical parameters and shape of the load. Some of the models considered are representative of embankments and earth dams. The simulation shows that some models resonate, storing part of the incoming energy. With realistic parameters, the lowest resonance frequency is due to pure shear deformation and is controlled by the shear velocity and height of the load. Flexural modes are excited only at higher frequencies. The acceleration at the top of the structure may be five/seven times higher than at the base, depending on the mass of the structure. The gradual release of trapped energy produces a ground roll lasting several seconds after the wave front has passed. The ground-roll amplitude depends on the sturcture's mass and can be as large as 30% of the peak acceleration. Outside resonance conditions, the ground motion is almost unaffected by the presence of the artefact; the horizontal motion on top of it is nearly twice the motion at ground level. Similar results should be expected when the incident field is an upcoming shear wave. A qualitative discussion shows that the presence of anelastic attenuation in the embankment does not significantly alter the preceding conclusions, unless it is of very low values (e.g. Q < 15).The modelling results that we discuss indicate that the soil-structure interaction may substantially alter the ‘free-field’ ground motion. From a practical point of view, the main conclusions are: (1) careful analysis is necessary when interpreting seismic records collected in the vicinity of large artefacts; (2) seismic hazard at a site may depend on the presence of man-made structures such as embankments, dams, tall and massive buildings.  相似文献   

Detecting slow, long-duration slip of large earthquakes using very long-period orbital surface waves     

Xiao-Qing Li  John Náb&#;lek 《Geophysical Journal International》1996,124(2):483-501

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