测震台网强震影响范围快速判定
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摘要
以测震台网Jopens系统流服务为依托,根据NetSeis/IP协议通讯标准实时接收数据包,解析MiniSEED格式波形数据,监控台站波形中断情况,实现基于REST架构的台站状态显示,结合震中附近地质构造信息,快速判定地震破坏扩展方向,圈定极震区范围,为地震应急决策服务。
Based on Jopens streaming service of seismic network,according to NetSeis/IP protocol communication standards real-time waveform data in MiniSEED format are received and parsed.For monitoring the interruption of station waveform,the display of station status based on REST framework is implemented.Combining with geological information around epicenter,the earthquake damage propagation direction can be rapidly assessed and the destructive area can be delineated for the earthquake emergency decision services.
Based on Jopens streaming service of seismic network,according to NetSeis/IP protocol communication standards real-time waveform data in MiniSEED format are received and parsed.For monitoring the interruption of station waveform,the display of station status based on REST framework is implemented.Combining with geological information around epicenter,the earthquake damage propagation direction can be rapidly assessed and the destructive area can be delineated for the earthquake emergency decision services.
引文
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胡进军.近断层地震动方向性效应及超剪切破裂研究[D].中国地震局工程力学研究所,2009.
胡进军,谢礼立.地震破裂的方向性效应相关概念综述[J].地震工程与工程振动,2011,34(4):1-8.
黄文辉,等.Netseis/IP设计与实现[M].北京:地震出版社。2003.
康兰池.强震烈度速报系统的应用技术研究[D].福州大学博士学位论文,2010.
李山有,金星,陈先,等.地震动强度与地震烈度速报研究[J].地震工程与工程震动,2002,22(6):1-7.
刘汉兴,汪素云,时振梁.考虑震源破裂方向的地震动衰减模型[J].地震学报,1989,11(1):24-37.
李卫东,梁兆东.使用ultra-NMS监控软件扩展测震仪器监控功能的方法[J].震灾防御技术,2008,3(2):204-207.
李志强,袁一凡,李晓丽,等.对汶川地震宏观震中和极震区的认识[J].地震地质,2008,30(3):768-777.
青海省人民政府.玉树地震伤亡情况[R].2010,http://www.qh.gov.cn/zwgk/xwfbh/.
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王玉石.基于假设检验的地震动强度(烈度)速报方法[J].地震工程与工程振动,2008,28(5):49-54.
王士成.ShakeMap系统的研究及应用[D].中国地震局工程力学研究所,2011.
徐锡伟,闻学泽,叶建青,等.汶川M_S 8.0地震地表破裂带及其发震构造[J].地震地质,2008,30(3):597-628.
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泽仁志玛,陈会忠,何加勇.震动图快速生成系统研究[J].地球物理学报,2006,21(3):809-813.
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周正华,周雍年,赵刚.强震近场加速度峰值比和反应谱统计分析[J].地震工程与工程振动,2002,22(3):15-18.
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IRIS(Incorporated Research Institutions for Seismology).SEED reference manual[M].SEED Format Version 2.4.2012,8
Keller E A,Gurrola L D.Earthquake hazard of the Santa Barbara Fold Belt,California[R].Final Repot,2000.
Mariotti M,Utheim T.A White Paper about MiniSEED for LISS and data compression using Steiml and Steim2[M].Norwegian National Seismic Network Technical Report,2006,No.20.
Omzco G.Ashford S.Effects of large velocity pulses on reinforced concrete bridge columns[R].PEER Report,2002.
Roy Fielding.Architectural Styles and the Design of Network-based Software Architectures[D].University of California,IRVINE,2000.
Stewart J P,Chiou S J,Bray J D et al.Ground motion evaluation procedures for performance-based Design[R],PEER Report,2001.
Singh J P.Earthquake ground motions:Implications for designing structures and reconciling structural damage[J].Earthquake Spectra,1985,1(2):239-270.
Somerville P G,Smith N F,Graves R W et al.Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity[J].Seismological Research Letters,1997,68(1):199-222.
董娣.地震动特性的影响因素与不确定性分析[D].北京:北京工业大学,2006.
胡进军.近断层地震动方向性效应及超剪切破裂研究[D].中国地震局工程力学研究所,2009.
胡进军,谢礼立.地震破裂的方向性效应相关概念综述[J].地震工程与工程振动,2011,34(4):1-8.
黄文辉,等.Netseis/IP设计与实现[M].北京:地震出版社。2003.
康兰池.强震烈度速报系统的应用技术研究[D].福州大学博士学位论文,2010.
李山有,金星,陈先,等.地震动强度与地震烈度速报研究[J].地震工程与工程震动,2002,22(6):1-7.
刘汉兴,汪素云,时振梁.考虑震源破裂方向的地震动衰减模型[J].地震学报,1989,11(1):24-37.
李卫东,梁兆东.使用ultra-NMS监控软件扩展测震仪器监控功能的方法[J].震灾防御技术,2008,3(2):204-207.
李志强,袁一凡,李晓丽,等.对汶川地震宏观震中和极震区的认识[J].地震地质,2008,30(3):768-777.
青海省人民政府.玉树地震伤亡情况[R].2010,http://www.qh.gov.cn/zwgk/xwfbh/.
四川省人民政府.汶川地震伤亡情况[R].2008,http://www.sc.gov.cn/zwgk/zwdt/bmdt/200905/t20090507_722119.shtml.
王玉石.基于假设检验的地震动强度(烈度)速报方法[J].地震工程与工程振动,2008,28(5):49-54.
王士成.ShakeMap系统的研究及应用[D].中国地震局工程力学研究所,2011.
徐锡伟,闻学泽,叶建青,等.汶川M_S 8.0地震地表破裂带及其发震构造[J].地震地质,2008,30(3):597-628.
中国地震局应急救援司.汶川8.0级地震烈度分布图[R].2008,http://www.cea.gov.cn/manage/html/8a8587881632fa5e0116674a018300cf/_content/08_09/01/1220238314350.html
中国地震局.地震波形数据交换格式[M].北京:地震出版社,2003.
泽仁志玛,陈会忠,何加勇.震动图快速生成系统研究[J].地球物理学报,2006,21(3):809-813.
张勇,冯万鹏,许力生,等.2008年汶川大地震的时空破裂过程[J].中国科学:D辑,2008,38(10):1 186-1 194.
周正华,周雍年,赵刚.强震近场加速度峰值比和反应谱统计分析[J].地震工程与工程振动,2002,22(3):15-18.
Benioff H.Mechanism and strain characteristics of the White Wolf fault as indicated by the aftershock sequences earthquakes inKern County,California during 1955[J].California Division of Mines Bulletin,1955,171:199—202.
Boatwright J,Boore D M.Analysis of the ground accelerations radiated hy the 1980 Livermore Valley earthquakes for directivity and dynamic source characteristics[J].Bull Seism Soc Am,1982,(72);1 843—1 865.
Frankel A D,Mueller CBarnhard T et al.National seismic-hazard maps[R].USGS Open—File Report,1996,496—512.
IRIS(Incorporated Research Institutions for Seismology).SEED reference manual[M].SEED Format Version 2.4.2012,8
Keller E A,Gurrola L D.Earthquake hazard of the Santa Barbara Fold Belt,California[R].Final Repot,2000.
Mariotti M,Utheim T.A White Paper about MiniSEED for LISS and data compression using Steiml and Steim2[M].Norwegian National Seismic Network Technical Report,2006,No.20.
Omzco G.Ashford S.Effects of large velocity pulses on reinforced concrete bridge columns[R].PEER Report,2002.
Roy Fielding.Architectural Styles and the Design of Network-based Software Architectures[D].University of California,IRVINE,2000.
Stewart J P,Chiou S J,Bray J D et al.Ground motion evaluation procedures for performance-based Design[R],PEER Report,2001.
Singh J P.Earthquake ground motions:Implications for designing structures and reconciling structural damage[J].Earthquake Spectra,1985,1(2):239-270.
Somerville P G,Smith N F,Graves R W et al.Modification of empirical strong ground motion attenuation relations to include the amplitude and duration effects of rupture directivity[J].Seismological Research Letters,1997,68(1):199-222.
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