共查询到16条相似文献，搜索用时 203 毫秒
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首先采用P波、 SV波和SH波的极性和振幅比联合求解2014年安徽省金寨ML3.9震群序列的震源机制解, 并在此基础上计算得到该震群序列的震源一致性参数和P轴方位角随时间的变化; 然后基于震区附近3个台站记录到的该震群序列的地震波形, 计算其体波谱振幅相关系数, 同时读取震区附近3个台站记录到的该震群序列中115次ML≥1.5地震的极性. 研究结果表明: 金寨ML3.9震群序列的地震震源机制解绝大多数为压性走滑型, P轴方位角较为一致; 其震源一致性参数处于较低水平, 体波谱振幅相关系数较高; 台站所记录到的地震极性也较为一致. 该结果表明金寨ML3.9震群序列的震源一致性程度非常高. 相似文献
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Snoke震源机制求解方法应用研究 总被引：2，自引：1，他引：1
通过2003年青海德令哈M_L 6.7地震序列的主震和3个不同震级的余震震源机制解测定实例,展示了Snoke(2003)震源机制求解方法的应用过程和结果,提出了应用该方法需注意的问题。将同时利用了P波和S波初动方向及振幅比数据的测定结果与仅用P波初动方向数据的结果作了对比研究,说明仅用P波初动方向常常不能有效约束震源机制解,而Snoke方法增加使1用的SH波和SV波的初动方向以及SH波、SV波与P波的观测振幅比数据,使解答得到了更有效的约束,提高了解答的可信度。本试验研究说明,基于区域性的宽频带数字地震记录,利用Snoke震源机制求解方法,有可能测定出比较可靠的中、小地震的震源机制解。 相似文献
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应用垂直向P波和SV波振幅比和联合利用P波、SV波和SH波的初动和振幅比两种计算震源机制解的方法,得到郯庐断裂带安徽段及邻近地区1970年以来239次中小地震的震源机制解;基于震源机制解,根据力轴张量计算法反演得到郯庐断裂带安徽段及其两个分段的平均构造应力场,与震源机制参数统计结果一致,表现为近EW向的水平挤压和近NS向的水平拉张作用;分析最大主压应力轴σ1的方位角随时间变化特征,结果表明郯庐断裂带安徽段两个分段的σ1的方位角总体变化趋势一致,均呈现出1998年前后由顺时针偏转转折至逆时针偏转。 相似文献
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2003年6月青岛震群地震震源机制与震源区应力场特征 总被引：1，自引：1，他引：0
利用山东数字地震台网记录的2003年6月青岛震群波形资料,由P波、SV波、SH波初动和它们之间的振幅比,联合计算了ML≥2.9地震的震源机制解。结果表明,震群发生前期,震源机制较为一致,P轴与北东东(80°)近水平方向的区域应力场主压应力方向一致,震群发生后期震源机制变化相对较大。上述现象相对于强震P轴方向与区域应力场主压应力方向一致,而余震P轴絮乱的现象有一定的相似性。但相对于强震在震后引起的主压应力方向变化(约40°~96°)来说,青岛震群地震引起震源区P轴的变化(约45°)并不显著。 相似文献
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In this paper, the focal mechanisms of Huoshan MS4.3 earthquake sequence since October 2013 are calculated with the method developed recently by Snoke, which combines the use of first motion of P, SV and SH waves and their amplitude ratios(referred to as Snoke method). We estimate the difference(also referred to consistency parameter θ)between the stress axis direction of focal mechanism solution and the mean stress tensor on one hand, and get the relative changes of focal mechanisms rather than the focal mechanisms themselves on the other hand, by using methods of correlation coefficient of body-wave spectral amplitudes, first motions and amplitude ratios of vertical P wave of single station, as limited by the network layout and density of observation points, focal mechanism solutions of small earthquakes are not easy to obtain. We studied the changing process of focal mechanisms of Huoshan MS4.3 earthquake sequence since October 2013 with many methods such as consistency parameter, correlation coefficient of body-wave spectral amplitudes, first motion and amplitude ratio of vertical P wave of single station, to determine the type of the sequence. The result shows that: before Huoshan MS4.3 earthquake of April 20, 2014, the consistency parameter of the earthquake sequence was lower than the mean for a long period, correlation coefficient of body-wave spectral amplitudes was always at high values(about 0.9), odds ratio of first motions of vertical P wave of single station near the epicenter, defined as the ratio of predominant number to contrast number of first motions, was up to 13.8 at station SJH, 3.8 at BZY and 3.6 at LNA, respectively; first motions of vertical P wave of single station showed an obvious predominant distribution as a whole, and the amplitude ratios of vertical P were consistent, which suggests that before Huoshan MS4.3 earthquake, focal mechanisms were consistent, so the earthquake sequence before Huoshan MS4.3 earthquake is the foreshock sequence. After Huoshan MS4.3 earthquake, correlation coefficient of body-wave spectral amplitudes was lower(about 0.6), first motions and amplitude ratios of vertical P wave of single station were in disorder, which suggest that the focal mechanisms are inconsistent after the Huoshan MS4.3 earthquake, so the earthquake sequence after Huoshan MS4.3 earthquake is the aftershock sequence, and subsequent larger earthquakes are not likely to occur. The focal mechanisms in Huoshan region during the period of Huoshan MS4.3 earthquake experienced a process from scattering to convergency and to scattering again. 相似文献
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通常认为,成层介质中P波和SV波互相转化、耦合交织而不可以解耦得到单独的P和SV波入射场.针对钻井台阵的两处三分量加速度记录,根据反向方位角将两水平分量分解为径向水平分量和横向水平分量,假设横向水平分量由SH波系组成,竖向分量和径向分水平量由P-SV波系组成.本文提出在频域内解联立方程组的方法,并结合遗传算法-单纯形法混合优化策略,对P-SV耦合场包括SH波系进行了联合剥离反演,最终得到了基岩斜入射P、SV和SH波.最后,通过场地条件差别较大的另一附近钻井台站的联合反演结果,初步验证了其合理性.该项研究对于断层特征和震相特性研究、近地表“软”基岩或土层介质参数研究、场地效应的细致评价具有一定意义. 相似文献
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应用Jeanne L.Hardebeck和Peter M.Shearer编制的利用P波初动和振幅比计算地震震源机制解的程序,使用九江—瑞昌流动地震台观测的地震资料,初步计算了九江—瑞昌地震余震的震源机制;并对单独利用P波初动和利用初动及振幅比这两种计算方法进行了比较。综合最优计算结果,九江—瑞昌地震余震震源机制解为:走向174°,倾角62°,滑动角43°。 相似文献
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The behaviour of the actual polarization of an electromagnetic wave or elastic S–wave is described by the coupling ray theory, which represents the generalization of both the zero–order isotropic and anisotropic ray theories and provides continuous transition between them. The coupling ray theory is usually applied to anisotropic common reference rays, but it is more accurate if it is applied to reference rays which are closer to the actual wave paths. In a generally anisotropic or bianisotropic medium, the actual wave paths may be approximated by the anisotropic–ray–theory rays if these rays behave reasonably. In an approximately uniaxial (approximately transversely isotropic) anisotropic medium, we can define and trace the SH (ordinary) and SV (extraordinary) reference rays, and use them as reference rays for the prevailing–frequency approximation of the coupling ray theory. In both cases, i.e. for the anisotropic–ray–theory rays or the SH and SV reference rays, we have two sets of reference rays. We thus obtain two arrivals along each reference ray of the first set and have to select the correct one. Analogously, we obtain two arrivals along each reference ray of the second set and have to select the correct one. In this paper, we suggest the way of selecting the correct arrivals. We then demonstrate the accuracy of the resulting prevailing–frequency approximation of the coupling ray theory using elastic S waves along the SH and SV reference rays in four different approximately uniaxial (approximately transversely isotropic) velocity models. 相似文献
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The coupling ray theory is usually applied to anisotropic common reference rays, but it is more accurate if it is applied to reference rays which are closer to the actual wave paths. If we know that a medium is close to uniaxial (transversely isotropic), it may be advantageous to trace reference rays which resemble the SH–wave and SV–wave rays. This paper is devoted to defining and tracing these SH and SV reference rays of elastic S waves in a heterogeneous generally anisotropic medium which is approximately uniaxial (approximately transversely isotropic), and to the corresponding equations of geodesic deviation (dynamic ray tracing). All presented equations are simultaneously applicable to ordinary and extraordinary reference rays of electromagnetic waves in a generally bianisotropic medium which is approximately uniaxially anisotropic. The improvement of the coupling–ray–theory seismograms calculated along the proposed SH and SV reference rays, compared to the coupling–ray–theory seismograms calculated along the anisotropic common reference rays, has already been numerically demonstrated by the authors in four approximately uniaxial velocity models. 相似文献
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Scattering of elastic waves by three-dimensional canyons embedded within an elastic half-space is investigated by using a wave function expansion technique. The geometry of the canyon is assumed to be non-axisymmetric. The canyon is subjected to incident plane Rayleigh waves and oblique incident SH, SV and P waves. The unknown scattered wavefield is expressed in terms of spherical wave functions which satisfy the equations of motion and radiation conditions at infinity, but they do not satisfy stress-free boundary conditions at the half-space surface. The boundary conditions are imposed locally in the least-squares sense at several points on the surface of the canyon and the half-space. Through a comparative study the validity and limitations of two-dimensional approximations (antiplane strain and plane strain models) have been examined. It is shown that scattering of waves by three-dimensional canyons may cause substantial change in the surface displacement patterns in comparison to the two-dimensional models. These results emphasize the need for three-dimensional modelling of realistic problems of interest in strong ground motion seismology and earthquake engineering. 相似文献