Feng Jiwei, Li Shanyou, Song Jindong. 2018: Rupture directivity effect on the seismic ground motion parameter during Italy MW6.6 earthquake on October 30,2016. Acta Seismologica Sinica, 40(2): 227-240. DOI: 10.11939/jass.20170132
Citation: Feng Jiwei, Li Shanyou, Song Jindong. 2018: Rupture directivity effect on the seismic ground motion parameter during Italy MW6.6 earthquake on October 30,2016. Acta Seismologica Sinica, 40(2): 227-240. DOI: 10.11939/jass.20170132

Rupture directivity effect on the seismic ground motion parameter during Italy MW6.6 earthquake on October 30,2016

More Information
  • Received Date: June 13, 2017
  • Revised Date: September 17, 2017
  • Available Online: April 11, 2018
  • Published Date: February 28, 2018
  • On October 30, 2016, another shallow-source MW6.6 earthquake occurred in cen-tral Italy after August 24 MW6.2 earthquake. A large number of three-component acceleration recordings of strong ground motion were collected by Italian strong-motion network and were downloaded from Engineering Strong Motion database (ESM) and analyzed by the base-line correction, filtering and other conventional data processing. Strong motion observation stations were divided into two groups as front rupture area NW and rear rupture area SE according to the focal mechanism solutions. Attenuation relationships of ground motion parameters, including amplitude, response spectrum and durations, were regressed by using the least squares method in the different two groups and we found that acceleration amplitude was affected by rupture directivity remarkably, and the amplitude and response spectrum of acceleration in the NW group were greater than those in the SE group in the case of the same Joyner-Boore distance RJB, while the duration in NW group was more less than that in SE group. In conclusion, near-source ground motion recordings were much rich and the characteristics of strong ground motion were greatly influenced by rupture directivity.
  • 丁玉琴, 张永兴. 2010. 欧洲抗震设计规范Eurocode 8简介及其与我国岩土抗震设计比较[J]. 地震工程与工程振动, 30(5): 134-141.
    Ding Y Q, Zhang Y X. 2010. Introduction to Eurocode 8 and comparison with Chinese seismic design code for buildings focusing on geotechnical aspects[J]. Journal of Earthquake Engineering and Engineering Vibration, 30(5): 134–141 (in Chinese).
    胡进军, 谢礼立. 2011. 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, 31(4): 1-8.
    Hu J J, Xie L L. 2011. Review of rupture directivity related concepts in seismology[J]. Journal of Earthquake Engineering and Engineering Vibration, 31(4): 1-8 (in Chinese).
    胡聿贤. 2006. 地震工程学[M]. 北京: 地震出版社: 13–17.
    Hu Y X. 2006. Earthquake Engineering[M]. Beijing: Seismological Press: 13–17 (in Chinese).
    霍俊荣. 1989. 近场强地面运动衰减规律的研究[D]. 哈尔滨: 中国地震局工程力学研究所: 23–25.
    Huo J R. 1989. Study on the Attenuation and Laws of Strong Earthquake Ground Motion Near the Source[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 23–25 (in Chinese).
    姜永正, 王宏伟, 任叶飞, 温瑞智. 2017. 2016年8月24日意大利MW6.2地震近场地震动方向性效应[J]. 地震学报, 39(1): 132-142.
    Jiang Y Z, Wang H W, Ren Y F, Wen R Z. 2017. Rupture directivity effect of near-field ground motions in Italy MW6.2 earthquake on August 24, 2016[J]. Acta Seismologica Sinica, 39(1): 132-142 (in Chinese).
    刘洁平, 李小东, 张令心. 2006. 浅谈欧洲规范Eurocode 8: 结构抗震设计[J]. 世界地震工程, 22(3): 53-59.
    Liu J P, Li X D, Zhang L X. 2006. Elementary introduction to Eurocode 8: Design of structures for earthquake resistance[J]. World Earthquake Engineering, 22(3): 53-59 (in Chinese).
    卢建旗, 李山有, 李伟. 2009. 中强地震活动区地震动衰减关系的确定[J]. 世界地震工程, 25(4): 33-43.
    Lu J Q, Li S Y, Li W. 2009. Study on ground motion attenuation relationship of moderate earthquake risk areas[J]. World Earthquake Engineering, 25(4): 33-43 (in Chinese).
    任叶飞, 温瑞智, 山中浩明, 鹿嶋俊英. 2013. 运用广义反演法研究汶川地震场地效应[J]. 土木工程学报, 46(增刊2): 146-151.
    Ren Y F, Wen R Z, Hiroaki Y, Toshihide K. 2013. Research on site effect of Wenchuan earthquake by using generalized inversion technique[J]. China Civil Engineering Journal, 46(S2): 146-151 (in Chinese).
    任叶飞, 温瑞智, 周宝峰, 黄旭涛. 2014. 2013年4月20日四川芦山地震强地面运动三要素特征分析[J]. 地球物理学报, 57(6): 1836-1846.
    Ren Y F, Wen R Z, Zhou B F, Huang X T. 2014. The characteristics of strong ground motion of Lushan earthquake on April 20, 2013[J]. Chinese Journal of Geophysics, 57(6): 1836-1846 (in Chinese).
    王倩. 2015. 水平地震动持时的特征研究[D]. 哈尔滨: 中国地震局工程力学研究所: 7–15.
    Wang Q. 2015. Study on Characteristics of the Duration of Horizontal Components of Ground Motions[D]. Harbin: Institute of Engineering Mechanics, China Earthquake Administration: 7–15 (in Chinese).
    于海英, 王栋, 杨永强, 解全才, 江汶乡, 周宝峰. 2009. 汶川8.0级地震强震动加速度记录的初步分析[J]. 地震工程与工程振动, 29(1): 1-13.
    Yu H Y, Wang D, Yang Y Q, Xie Q C, Jiang W X, Zhou B F. 2009. The preliminary analysis of strong ground motion records from the MS8.0 Wenchuan earthquake[J]. Journal of Earthquake Engineering and Engineering Vibration, 29(1): 1-13 (in Chinese).
    俞言祥. 2002. 长周期地震动衰减关系研究[D]. 北京: 中国地震局地球物理研究所: 96–100.
    Yu Y X. 2002. Study on Attenuation Relationships of Long Period Ground Motions[D]. Beijing: Institute of Geophysics, China Earthquake Administration: 96–100 (in Chinese).
    Akinci A, Malagnini L, Sabetta F. 2010. Characteristics of the strong ground motions from the 6 April 2009 L’Aquila earthquake, Italy[J]. Soil Dyn Earthq Eng, 30(5): 320-335.
    Amato A, Galli P, Mucciarelli M. 2011. Introducing the special issue on the 2009 L’Aquila earthquake[J]. Boll Geof Teor Appl, 52(3): 357-365.
    Anzidei M, Baldi P, Serpelloni E. 2008. The coseismic ground deformations of the 1997 Umbria-Marche earthquakes: A lesson for the development of new GPS networks[J]. Ann Geophys, 51(2/3): 343-359.
    Bindi D, Luzi L, Massa M, Pacor F. 2010. Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA)[J]. Bull Earthq Eng, 8(5): 1209-1230
    Bindi D, Pacor F, Luzi L, Puglia R, Massa M, Ameri G, Paolucci R, 2011. Ground motion prediction equations derived from the Italian strong motion database[J]. Bull Earthq Eng, 9(6): 1899-1920.
    Bommer J J, Stafford P J, Alarcón J E. 2009. Empirical equations for the prediction of the significant, bracketed, and uniform duration of earthquake ground motion[J]. Bull Seismol Soc Am, 99(6): 3217-3233.
    Boore D M, Joyner W B, Fumal T E. 1997. Equations for estimating horizontal response spectra and peak acceleration from Western North American earthquakes: A summary of recent work[J]. Seismol Res Lett, 68(1): 28-153.
    Boore D M, Atkinson G M. 2008. Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01s and 10.0s[J]. Earthq Spectra, 24(1): 99-138.
    BSI. 2004. EN 1998-1 Eurocode 8: Design of Structures for Earthquake Resistance, Part 1: General rules, Seismic Actions and Rules for Buildings[S]. Brussel: European Committee for Standardization: 20–21.
    Chiou B S J, Darragh R, Gregor N, Silva W. 2008. NGA project strong-motion database[J]. Earthq Spectra, 24(1): 23-44.
    Cinti F R, Cucci L, Marra F, Montone P. 2000. The 1997 Umbria-Marche earthquakes (Italy): Relation between the surface tectonic breaks and the area of deformation[J]. J Seismol, 4(4): 333-343.
    Emolo A, Zollo A. 2001. Accelerometric radiation simulation for the September 26, 1997 Umbria-Marche (Central Italy) main shocks[J]. Ann Geophys, 44(3): 605-617.
    EMS. 2016. EMS engineering strong motion[EB/OL]. [2016−08−24]. http://esm.mi.ingv.it/DYNA-stage/CadmoDriver?_action_do_single=1&_criteria=CZ001%3d%20AZ014itaca_event_idIAZ021EMSC-20160824_0000013%27&_page=ACC_Events_D&_rock=INVALID&_state=find&_tabber=3&_token=NULLNULLNULLNULL.
    Luzi L, Puglia R, Russo E, ORFEUS WG5. 2016. Engineering Strong Motion Database, version 1.0. Istituto Nazionale di Geofisica e Vulcanologia, Observatories & Research Facilities for European Seismology[EB/OL]. [2013–08–01]. http://esm.mi.ingv.it/DYNA-stage/CadmoDriver?_action_do=1&_page=ACC_redirect_home_page&_rock=INVALID&_state=initial&_tabber=0&_token=NULLNULLNULLNULL.
    Pacor F, Paolucci R, Ameri G, Massa M, Puglia R. 2011. Italian strong motion records in ITACA: Overview and record processing[J]. Bull Earthq Eng, 9(6): 1741-1759.
    Peresan A, Kossobokov V, Romashkova L, Magrin A, Soloviev A, Panza G F. 2016. Time-dependent neo-deterministic seismic hazard scenarios: Preliminary report on the M6.2 Central Italy earthquake, 24th August 2016[J]. New Concepts Global Tectonics J, 4(3): 487-493.
    Samsonov S V, González P J, Tiampo K F. 2014. Anthropogenic and natural ground deformation near Bologna, Italy, observed by Radarsat-2 InSAR during 2008−2013[G]// Mathematics of Planet Earth: Proceedings of the 15th Annual Conference of the International for Mathematical Geosciences. Berlin: Springer: 383–386.
    Somerville P, Irikurak K, Graves R, Sawada S, Wald D, Abrahamson N, Iwasaki Y, Kagawa T, Smith N, Kowada A. 1999. Characterizing crustal earthquake slip models for the prediction of strong ground motion[J]. Seismol Res Lett, 1999, 70(1): 59-80.
    Trifunac M D, Brady A G. 1974. A study on the duration of strong earthquake ground motion[J]. Bull Seismol Soc Am, 65(3): 581-626.
    USGS. 2016. Italy earthquakes[EB/OL]. [2017−03−07]. https://earthquake.usgs.gov/earthquakes/search/.
    USGS. 2017. W-phase moment tensor[EB/OL]. [2017−03−07]. https://earthquake.usgs.gov/earthquakes/eventpage/us1000731j#moment-tensor.
    Wen R Z, Wang H W, Ren Y F. 2015. Rupture directivity from strong-motion recordings of the 2013 Lushan aftershocks[J]. Bull Seismol Soc Am, 105(6): 3068-3082.
    Wessel P, Smith W H F. 1998. New, improved version of generic mapping tools released[J]. Eos Trans Am Geophys Union, 79(47): 579.
    Zambonelli E, De Nardis R, Filippi L, Nicoletti M, Dolce M. 2011. Performance of the Italian strong motion network during the 2009, L’Aquila seismic sequence (Central Italy)[J]. Bull Earthq Eng, 9(1): 39-65.
  • Related Articles

  • Cited by

    Periodical cited type(5)

    1. 刘宁. 新时期模拟地震图纸档案数字化整理的实践与思考. 兰台内外. 2023(12): 24-26 .
    2. 王莉婵,毛国良,王红蕾,牟磊育. 河北历史地震模拟波形图纸数字化方法及初步研究. 大地测量与地球动力学. 2023(07): 703-707 .
    3. 左佳. 英语机器翻译机器人文本信息自动上传系统设计. 自动化与仪器仪表. 2022(04): 255-259 .
    4. 平彩鹏,杨柳,王红蕾,吴二波. 地震档案数字化工作的实践与思考. 兰台世界. 2022(05): 56-58 .
    5. 彭成. 基于八叉树的地震数据分布式存储与计算. 智能计算机与应用. 2022(10): 169-175 .

    Other cited types(0)

Catalog

    Article views (1742) PDF downloads (56) Cited by(5)

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return