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1.
采用宽频带Ｐ波波形资料，利用全局反演方法，推断了１９９４年９月１６日发生在台湾海峡的一次强烈地震的地震矩张量；并采用随机加权方法进行误差分析．结果表明，这次地震的矩张量解以双力偶成分为主，是断层面为ＥＷ走向的正倾错动．震源机制的张应力轴接近水平，ＳＮ走向；压应力轴几乎竖直．地震矩值为０．９８×１０１９Ｎｍ．震源过程的持续时间仅有４ｓ，震源时间函数显示了均匀的单一破裂事件．通过对台湾东南到吕宋岛以北地震带的震源性质分析，探讨了该地区产生ＳＮ向水平拉张应力状态的原因． 相似文献
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1994年9月16日台湾海峡7.3级地震震源过程的研究 总被引：1，自引：1，他引：0
采用数字化台网Ｐ波波形资料及台湾台网Ｐ波初动方向资料,研究了１９９４年９月１６日台湾海峡７３级地震及邻近地区（北纬２１～２６°,东经１１５～１２０°）ＭＬ≥５８级共５次地震的矩张量解及震源参数。结果表明,这次７３级地震的矩张量解以双力偶成分为主,是断层面接近ＮＷ走向的正断层。断层面的走向与大震前地震的条带分布走向及余震分布显示的破裂图象较相象,震源机制的张应力轴接近水平,近ＮＥ走向;压应力轴几乎垂直,近ＮＷＷ走向,似乎表明这次地震是受菲律海板块向欧亚板块北西向挤压的力源控制。从Ｐ轴接近竖直而Ｔ轴接近水平来看,发震断层为强烈拉张性正断层,可能还同时存在垂直向上的应力作用。其它４个强震的震源机制解与７３级大震的差别较大。这些地震震源机制解的复杂性,表明台湾海峡地震序列的发展过程比较复杂。 相似文献
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将遗传算法应用于地震矩张量解的反演问题．采用数字化台网P波波形资料及台湾台网P波初动方向资料,研究了1994年9月16日台湾海峡7.3级地震及其邻近地区(北纬21～26,东经115～120)ML5.8共5个地震的矩张量解及震源参数．在5个地震中,1994年9月16日台湾海峡7.3级地震是我国东南沿海地区自1918年南澳7.3级地震以来最大的一次地震．结果表明:这次7.3级地震的矩张量解以双力偶成分为主,是断层面接近NW走向的正断层．断层面的走向与大震前地震的条带分布走向及余震分布显示的破裂图象较相像．震源机制的张应力轴接近水平,近NE走向;压应力轴几乎垂直,近NWW走向．似乎表明,这次地震是受菲律宾板块向欧亚板块北西向挤压的力源控制．但从P轴接近竖直而T轴接近水平看,这是一次强烈拉张性的正断层．其它4个强震震源机制解与7.3级大震相互差别较大．这些地震震源机制解的复杂性表明了海峡地震序列发展过程是比较复杂的． 相似文献
4.
7震源参数(earthquake source pa-rameters)除上述震源机制参数或地震矩张量解的参数外,描述地震震源还经常使用一些其他的几何参数和物理参数。7.1标量地震矩(scalar seismic moment)对于天然地震,标量地震矩指双力偶点源模型的一个力偶的力矩值[(1)式],或地震矩张量解的双力偶成分的大小[(6)式的MDC值]。研究机构在发布天然地震的地震矩张量解时,常将标量地震矩简记为地震矩。 相似文献
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本文研究了朝鲜半岛及黄海板内４次中强度浅震，求出它们的震源机制、震源深度、震源时间函数及地震矩。结是要发现，用短周期合成地震图与观测结果对比求得的震源深度是很浅的，在６－９ｋｍ之间。为了测定震源机制、震源时间函数及地震矩，我们根据ＧＤＳＮ资料反演了远震长周期Ｐ与ＳＨ波。反演虽仅依据少数远震体波作出，但矩张量的辐射图形与在近震及远震距离上观测到的大多数Ｐ波初动方向一致。相对振幅及波形在观测结果与合成 相似文献
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本文用ＣＤＳＮ宽频带数字记录，计算了不对称双侧破裂模式的Ｐ波远场位移谱，用频谱方法研究中强地震的震源参数，并将它应用于１９８９年９月２２日四川小金ＭＳ＝６．６级地震的震源参数研究中。研究结果表明，断层长度为８．４ｋｍ；宽度为２．９ｋｍ；动力学参数：地震矩为４．７×１０１７Ｎ·ｍ；平均位错６４．６ｃｍ；应力降１８．９×１０５Ｐａ．并用余震震源深度分布的空间图象证明了：地震断层为走向ＮＷ３３°的走滑断层，断层面倾向为北东，倾角约为２０°。 相似文献
9.
地震矩张量反演在地震观测报告中的应用 总被引：3，自引：0，他引：3
针对我国地震工作的实际需要,从１９９５年起,《中国地震台网目录和地震矩张量解》刊登了国内较大地震和全球大震的地震矩张量解和震源机制解。同时在《中国地震年报》上也刊登国内及邻区较大地震的地震长张量解和震源机制解。为了方便用户使用,本文对有关参数进行了说明。 相似文献
10.
用全球地震台网的长周期地震仪记录到的远场体波，反演了2000年6月4日印度尼西亚苏门答腊南部ＭS8.0地震的矩张量解. 这个解比USGS、Harvard CMT和东京大学地震研究所得到的矩张量解更为合理.该地震矩张量的最佳双力偶分量为1.51021 Nm, 补偿线性矢量偶极分量为1.21020 Nm，爆炸分量为－5.91019 Nm. 震源机制主要是左旋走滑，带有很小的逆冲倾滑分量. 节面I走向为199, 倾角为82，滑动角为5；节面II走向为109, 倾角为85, 滑动角为172．P，倾角为2；T，倾角为10；B，倾角为80. 该地震的P波显示了明显的方向性效应. P波的这种多普勒效应表明，走向199的节面为断层面. 地震是从东北向西南方向单侧破裂的, 破裂传播方向几乎垂直于爪哇海沟走向.轴方位角为256轴方位角为64轴方位角为154 相似文献
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文中给出了根据地震释放的总地震矩求解平均应力场的方法,并使用加入随机误差的人工合成震源机制解数据和唐山余震区震源机制解数据对其进行检验。由检验结果可知,该方法可以应用于区域平均应力场的求解。使用的震源机制解资料越多,所得结果越稳定,且更接近真实的区域应力场。该方法的优点是: 用每个地震的震级作为权重,能够较好地反映出大小地震在应力场反演中的不同贡献; 并且在计算过程中不需要知道震源机制解2个节面中哪个节面为地震断层面。 相似文献
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Based on analysis of background of geological tectonic movement and strong earthquake activity, we first obtained the focal mechanism solutions using amplitude ratio and CAP method, then determined the characteristic of average stress field of the study area by inversion of the stress field. On this basis, we selected the source mechanism consistency parameter as the inspection index to obtain the latest changes of stress field in Hetao seismic zone based on its temporal and spatial analysis. Two methods were used in the stress field inversion for comparison and analysis, which are average stress axis tensor and LSIB(Linear stress inversion bootstrap, LSIB). According to the geological tectonic movement and focal mechanism solutions of MS≥4.0 earthquakes from 1970, we judge that the stress field evolution process of Hetao seismic belt is controlled jointly by vertical difference movement and horizontal shear movement, resulting in that the normal fault and strike-slip fault mechanisms are dominating.Taking into account the station layout of the study area, and in order to ensure the accuracy of calculation, we calculated 224 earthquakes focal mechanism solutions by using amplitude ratio and CAP method, including 164 earthquakes with 2.8≤ML<3.5, 42 earthquakes with 3.5≤ML<4.0, and 18 earthquakes with ML≥4.0; The statistical results on type of focal mechanisms show that, there are 142 strike-slip earthquakes(63.4%), 50 normal fault earthquakes(22.3%)and 32 thrust fault earthquakes(14.3%). In this study period(from 2001 to 2012), most earthquakes had a strike-slip mechanism in Hetao seismic belt, this is one of the inherent characteristics of the stress field.The result of average stress axis tensor and LSIB shows that, the azimuth of maximum compressional stress is 47°～52°, direction is NE-SW; The azimuth of minimum compressional stress is 313°～322°, direction is NW-SE; This indicates that, the stress field characteristics of Hetao seismic belt and its sub-block are not completely consistent. Linhe Basin exhibits coordinated stress field characteristics with Hetao seismic belt, but Hubao Basin exhibits regional differences, direction of compressive stress has clockwise deflection in Baotou area, and the compressive stress direction is NEE. This heteropical character of stress field is also confirmed by horizontal projection distribution of stress axis of historical strong earthquakes and recent moderate and small earthquakes. Since 2003, the temporal sequence curve of consistency parameter of Hetao seismic belt had a downward trend, this change was caused by focal mechanism consistency parameter of Linhe to Wuhai area, which indicates that this structural position is possible to be a priority area for stress accumulation and accelerated release in future. 相似文献
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2018年1月15日佳木斯汤原县发生ML 4.4地震,采用ISOLA方法反演矩张量解,结果显示为逆冲型地震,兼少量走滑成分。结合震源区地质构造背景,推断依舒断裂北段通河-汤原段西支断裂为发震构造,主压应力轴与背景应力场方向不一致。分析认为,黑龙江亚板块由东南转向东北运动,造成断层两侧应力产生差异,区域应力场调整诱发汤原ML 4.4地震。 相似文献
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利用新疆地震目录研究伽师-巴楚6．8级地震前后，该震区附近地震活动情况，并结合其强震震源机制解，2003年1月4日5．4级、5月4日5．8级和2月24日6．8级地震宏观地震烈度。对该区域应力场和破裂方向特征进行探讨。结果表明，这次6．8级地震主压应力轴为NNW—SSE向，破裂方向为SSE向，与1997-1998年伽师强震群的区域应力场主压应力为NNE—SSW向、破裂方向为NNE向完全不同。 相似文献
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Under the background of thrusting stress regime, a large number of strike-slip earthquakes occurred on the Miyaluo Fault during the Wenchuan earthquake sequence process, which is in the southern part of the Longmenshan Fault. In order to find the cause of their occurrence, stress tensors in subregions near the Miyaluo Fault are estimated. The result shows that in both north and south side of the Miyaluo Fault, the direction of principal compressive stress is nearly perpendicular to the Longmenshan Fault, and its dip is nearly horizontal, and the direction of tensile stress is nearly vertical. While in the Miyaluo fault zone, the direction of principal compressive stress is SWW-NEE, and its dip is nearly horizontal, the direction of principal tensile stress is NNW-SSE, also its dip is nearly horizontal. It is consistent with sinistral shear stress state in the Miyaluo fault zone. It was referred that the behavior of Miyaluo Fault during the Wenchuan earthquake sequence process was caused by tearing effect generated from unbalanced forces of two sides of the fault. To understand the rupture mode of the aftershocks in subregions as described above, the total seismic moment tensors are estimated by adding the corresponding component separately of the seismic moment tensor of aftershocks in each region. The result shows the similar trend of total seismic moment tensor components in the north and south side of the Miyaluo Fault(indicating the consistency of rupture mode in the north and south side of the Miyaluo Fault), and most seismic moment tensor components in the south side is higher than that in the north side, especially the compression component perpendicular to Longmenshan Fault and expansion component in the vertical direction. It indicates that thrusting component in the southeast direction in the south side is greater than that in the north side, and the thrusting difference causes the sinistral tearing effect of the Miyaluo Fault. We also find that the sinistral tearing component of the Miyaluo Fault is the same order of magnitude with the thrusting difference of its two sides, which indicates that the tearing effect of Miyaluo Fault can be completely explained by thrusting difference of its two sides. According to the analysis, we put forward the dynamic model of the Miyaluo Fault, which can explain the above phenomenon. 相似文献
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根据历史地震资料考证、现场考察与综合分析,1765年5月1日发生在临洮南的一次中强破坏性地震其极震区位于卓尼、康乐交界的洮河连麓盆地附近的柳林、宗石一带,其名称应修改为卓尼-康乐地震,震级约5 1/2~6级,震中烈度可达Ⅷ度,极震区长轴方向大致与该区西秦岭北缘断裂带西段的锅麻滩断裂段东端相吻合。根据野外实地调查,锅麻滩断裂在极震区附近存在新活动的地质地貌现象,出露的断层剖面揭示出以左旋走滑为主兼具向北倾的正断特征,宏观地貌上沿断裂保留有断层陡坎、冲沟左旋位错等地貌标志。结合该区域构造应力场分析,本次卓尼-康乐地震发生在锅麻滩断裂段与漳县-黄香沟断裂段之间的左阶拉分区,是受区域应力影响引起断裂带在交汇部位与端点处应力集中所致。综合分析认为,锅麻滩断裂带东端是此次地震的发震构造。 相似文献
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2013年4月20日发生了四川芦山MS7.0地震,主震中位于青藏地块与华南地块结合部的龙门山断裂带南端.本研究用双差定位法对芦山地震主震及余震序列进行重新定位,得到主震位置为(30.29°N,102.97°E,17.82 km)及4100多次余震重新定位结果.利用GSN/IRIS台网和国家台网及四川省区域台网的波形数据对主震及部分余震进行了震源机制解反演.结果表明,主震为一次逆冲地震,根据余震序列分布确定发震断层面走向为200°,震源机制解断层倾角为45°.基于震源断层面解和断层滑动方向,采用力轴张量计算法得到了研究区域的平均主压应力方向约为N112°E. 相似文献
18.
Applying genetic algorithm to inversion of seismic moment tensor solution and using the data of P waveform from digital network
and initial motion directions of P waves of Taiwan network stations, we studied the moment tensor solutions and focal parameters
of the earthquake of M=7.3 on 16 September of 1994 in Taiwan Strait and other four quakes of M
L≥5.8 in the near region (21°–26°N, 115°–120°E). Among the five earthquakes, the quake of M=7.3 on September 16, 1994 in Taiwan Strait is the strongest one in the southeastern coast area since Nan’ao earthquake of
M=7.3 in 1918. The results show that moment tensor solution of M=7.3 earthquake is mainly double-couple component, and is normal fault whose fault plane is near NW. The strike of the fault
plane resembles that of the distributive bands of earthquakes before the main event and fracture pattern shown by aftershocks.
The tension stress axis of focal mechanism is about horizontal, near in NE strike, the compressive stress axis is approximately
vertical, near in NWW strike. It seems that this quake is controlled by the force of Philippine plate’s pressing Eurasian
plate in NW direction. But from the viewpoint of P axis of near vertical and T axis of near horizontal, it is a normal fault of strong tensibility. There are relatively big difference between focal mechanism
solution of this quake and those of the four other strong quakes. The complexity of source mechanism solution of these quakes
represents the complexity of the process of the strait earthquake sequences.
Contribution No. 98A01001, Institute of Geophysics, State Seismological Bureau, China.
The subject is supported and helped by Academician Yun-Tai CHEN, Profs. Qing-Yao HONG, Zhen-Xing YAO, Tian-Yu ZHENG, Yao-Lin SHI, Ji-An XU, Bo-Shou HUANG and colleague Mei-Jian AN, Xue-Reng DING, Rui-Feng LIU. De-Chong ZHANG and Ming Li provided the digital data warm-heartedly. Lin-Ying WANG offered us the catalogue of earthquakes in southeastern coastal area in China. Xi-Li WANG and Tong-Xia BAI provided us the issued annual reports data. The authors would like to express their gratitude to all of these people.
This paper is sponsored by the National Natural Science Foundation of China and Scientific and Technological Commission of
Shantou, Guangdong Province. 相似文献
19.
Introduction According to the determination of the state seismic station network, a strong earthquake with magnitude of 6.0 occurred at 08h09min, February 23, 2001 (Beijing Time) in the mountainous area of Garze, Sichuan Province in southwest China. The epicenter is at 101?6E, 29?4N. The seismic region is just located on combining part among six counties. After the occurrence of the earthquake, an investigating team from the Seismological Bureau of Sichuan Province started off to the sei… 相似文献
20.
本文导出了具有厚度和滑动弱化区域的断层的非对称地震矩张量表示式,指出要求地震矩张量具有对称性不是一个绝对必要的限制.在非对称地震矩张量中,位错项对应于对称地震矩张量,拉力项对应于非对称地震矩张量.由于拉力项等效于单力偶,所以在非对称地震矩张量解的两个节面上,沿滑动矢量方向的力偶强度不再相同,与较大力偶相联系的节面为断层面,与较小力偶相联系的节面为辅助面.这一性质可用以从两个正交的节面中判断哪一个节面是断层面.如果忽略拉力项,会高估与位错对应的标量地震矩.只有满足相应的约束条件的非对称地震矩张量才能表示具有厚度和滑动弱化区域的断层模型,并从中分离出与位错和拉力对应的地震矩张量. 相似文献