Comparison of the earthquake detection abilities of PhaseNet and EQTransformer with the Yangbi and Maduo earthquakes          下载免费PDF全文

Ce Jiang  Lihua Fang  Liping Fan  Boren Li 《地震科学（英文版）》2021,34(5):425-435

PhaseNet and EQTransformer are two state-of-the-art earthquake detection methods that have been increasingly applied worldwide. To evaluate the generalization ability of the two models and provide insights for the development of new models, this study took the sequences of the Yunnan Yangbi M6.4 earthquake and Qinghai Maduo M7.4 earthquake as examples to compare the earthquake detection effects of the two abovementioned models as well as their abilities to process dense seismic sequences. It has been demonstrated from the corresponding research that due to the differences in seismic waveforms found in different geographical regions, the picking performance is reduced when the two models are applied directly to the detection of the Yangbi and Maduo earthquakes. PhaseNet has a higher recall than EQTransformer, but the recall of both models is reduced by 13%–56% when compared with the results reported in the original papers. The analysis results indicate that neural networks with deeper layers and complex structures may not necessarily enhance earthquake detection performance. In designing earthquake detection models, attention should be paid to not only the balance of depth, width, and architecture but also to the quality and quantity of the training datasets. In addition, noise datasets should be incorporated during training. According to the continuous waveforms detected 21 days before the Yangbi and Maduo earthquakes, the Yangbi earthquake exhibited foreshock, while the Maduo earthquake showed no foreshock activity, indicating that the two earthquakes’ nucleation processes were different.  相似文献   

2021年3月19日西藏比如MS 6.1地震总结     

田雷  张小涛  解孟雨  姜祥华  王月  邓世广  臧阳  黎明晓  于晨  苑争一 《地震地磁观测与研究》2021,42(2):42-57

2021年3月19日西藏比如MS 6.1地震发生在班戈—安多地区的安多盆地南缘断裂附近,震源机制解反演结果显示,本次地震为近东西走向断层产生正断兼走滑型错动的结果,与区域构造特征一致;截止至4月15日,地震序列跟踪发现,主震与余震震级差为1.4,主震释放能量占序列的98.96％,表明6.1级主震释放了此次地震序列的绝大...  相似文献   

2022年1月8日门源6.9级地震山东地震台网测定面波震级对比分析     

石玉燕  张春鹏  颜启  苗庆杰 《地震地磁观测与研究》2022,43(4):1-7

通过对山东地震台网记录的2022年1月8日门源M_S 6.9地震原始波形进行分析,测算出88个测震台站的M_S、M_S7、M₍S(BB))等3种面波震级,并与中国地震台网速报和青海区域地震台网编目测定结果进行对比分析。结果表明：①山东地震台网测定门源M_S 6.9地震的面波震级M_S、M_S7、M₍S(BB))分别为7.20、7.16、6.96;②M₍S(BB))震级的测定方法简单,不同台站之间的偏差较小,一致性较好,适合在地震台网的地震速报中使用。这与震级国家标准GB 17740—2017的规定相一致。  相似文献   

濮阳小震集中区地震重定位及发震构造分析          下载免费PDF全文

邱勇  曹云涛  刘巧霞  段永红  徐志萍  贾宇鹏  张丹 《地震工程学报》2021,43(3):501-511

利用濮阳周边数字地震台网近十年的震相观测报告数据及3级以上地震事件的波形记录,基于人工地震宽角反射/折射剖面的速度模型,采用Hypo2000地震定位法对研究区内1级以上287次地震事件进行绝对定位.同时,以Hypo2000绝对定位结果为初始位置,对濮城镇附近约25 km范围内的153个一级以上地震进行双差相对定位,获得...  相似文献   

海底光缆的地震影响分析   总被引：1，自引：0，他引：1  

刘爱文 《国际地震动态》2007,(2):19-23

根据我国地震台网测定,北京时间2006年12月26日20时26分和34分,在南海海域发生7.2、6.7级地震。受强烈地震影响,多条国际海底通信光缆中断,造成附近国家和地区的国际和地区性通信受到严重影响。这次地震以前,海底光缆故障主要是由渔船造成,而地震的影响常常被忽视。本文在总结海底光缆3次震害经验的基础上,提出了地震影响海底光缆的主要因素以及海底光缆的抗震措施。  相似文献   

2006年国外灾害地震综述   总被引：3，自引：0，他引：3  

李卫平  赵荣国 《国际地震动态》2007,(2):11-14

2006年地震活动水平和地震灾害程度均低于往年.地震活动总量相当于过去百年期间平均值的50～70%.外电报道比较有影响的灾害地震19次,死亡超过6900人,伤超过4万人.伤亡人数相当于过去百年期间年平均的37%.较大灾害地震6次.有2次在印度尼西亚,1次在伊朗,1次在夏威夷群岛,中国台湾1次"双震",破坏海底光缆,国际通讯联络一时中断,是世界少有的地震破坏海底光缆事件.  相似文献   

地震应急现场网络传输方案的选择     

马莹  吴楠楠 《国际地震动态》2007,(12):10-14

地震现场的通讯环境极为复杂,公共的网络接入模式在地震时往往很难保证现场与后方指挥中心之间的实时文件传输和视频通信。本文根据地震带来的破坏程度的不同,针对地震现场的具体通信情况,以及地震应急工作中现场网络通信的需求,提出多项确保地震现场局域网络和后方指挥中心之间通信畅通的解决方案。  相似文献   

青藏高原东北缘强震前兆特征研究——流动重力方法   总被引：5，自引：1，他引：4  

祝意青 《国际地震动态》2007,(5):16-21

通过整理和解剖青藏高原东北缘地震重力观测资料,分析研究了青藏高原东北缘重力场时空变化及其与地震活动的关系,研究了强震孕育发生过程重力异常特征及震后异常效应。  相似文献   

强震孕育、发生及其复发循环过程的有限单元法模拟          下载免费PDF全文

袁杰  崔泽飞  朱守彪  王进廷 《地球物理学报》2021,64(2):537-545

强震孕育发生及其复发过程的定量研究对于预测预报地震有着重要的科学意义;合理连续地计算地震孕育、同震破裂过程及其复发循环特征将有助于我们更好地认识强震发生的时空分布规律.为此,本文基于Newmark隐式时间积分法,根据模拟孕震-同震循环过程的特殊要求,发展了一种新的有限单元计算方法.新方法具有以下特点:(1)在不改变时间...  相似文献   

An answer to an important controversy and the need for caution when using simple models to predict inelastic earthquake response of buildings with torsion     

Stavros A. Anagnostopoulos  Christina Alexopoulou  Kyriakos G. Stathopoulos 《地震工程与结构动力学》2010,39(5):521-540

This paper presents evidence that the extension of conclusions based on the widely used simplified, one story, eccentric systems of the shear‐beam type, to actual, nonsymmetric buildings and consequent assessments of the pertinent code provisions, can be quite erroneous, unless special care is taken to match the basic properties of the simplified models to those of the real buildings. The evidence comes from comparisons of results obtained using three variants of simplified models, with results from the inelastic dynamic response of three‐ and five‐story eccentric buildings computed with detailed MDOF systems, where the members are idealized with the well‐known plastic hinge model. In addition, a convincing answer is provided on a pertinent hanging controversy: For frame‐type buildings, designed in accordance with the dynamic provisions of modern codes (such as EC8 or IBC2000), which allow reduced shears at the stiff edge due to torsion, the frames at the flexible sides are the critical elements in terms of ductility demands. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献