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《Acta Seismologica Sinica》 2010-01
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Vertical-to-horizontal acceleration response spectrum ratio of near-fault ground motion

Jia Junfeng1), Ou Jinping1,2)1) School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China2) School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China  
Prominent vertical ground motion is one of the important characteristics of near-fault ground motions. The characteristics of vertical acceleration response spectra and the ratio of vertical to horizontal spectrum were investigated to provide essential references for rational determination of the vertical seismic action. Recordings of 18 worldwide earthquakes of magnitude 5.4—7.6 during 1952—1999 were used in the investigation. The influence of the distance to fault rupture,site condition,magnitude and focal mechanism on the response spectrum ratio was also discussed based on these records. The results indicate that vertical response spectra contain more abundant short period components and show slower attenuation as compared with horizontal ones. Large response spectrum ratio appears in the regions within 20 km from a fault rupture,with soft soil condition or within medium-to long-period range of moderate-size and large earthquakes with reverse fault. The influence of vertical seismic motion should be taken into full consideration in earthquake resistant design of structures in near-fault regions.
【Fund】: 国家重点基础研究发展计划(973计划)项目(2007CB714202)资助
【CateGory Index】: P315.2
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 NI Yong-jun,ZHU Xi(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Analysis of Acceleration Peak Ratios and Response Spectra for Near-Fault Earthquakes[J];Journal of Northern Jiaotong University;2004-04
2 Huo Junrong Hu Yuxian(Institute of Geophysics,State Seismological Bureau);STUDY ON ATTENUATION LAWS OF GROUND MOTION PARAMETERS[J];Earthquake Engineering and Engineering Vibration;1992-02
3 ZHOU Zheng-hua ,ZHOU Yong-nian, LU Tao, YANG Cheng (Harbin Institute of Technology, Harbin 150090, China; Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Study on characteristics of vertical ground motion[J];Earthquake Engineering and Engineering Vibration;2003-03
4 HE Qiu-mei YAN Wei-ming DONG Di XU Guo-dong GAO Li-xia (Beijing Key laboratory of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing 100022, China);Effects of Focal Mechanism and Site Condition on Ground Motion Characteristics of Strong Earthquakes in Near Field[J];Journal of Seismological Research;2006-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Xi-yuan, QI Wei, XU Ping, YAN Wei-ming (Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology Beijing 100022, China;Beijing Institute of Architectural Design, Beijing 100045, China);Statistical Analysis on the Influence of Magnitude, Distance and Site Condition on Response Spectra[J];Journal of Beijing University of Technology;2006-02
2 Shao Guangbiao, Feng Qimin (Engineering College, Ocean University of China, Qingdao 266071, China);Research on attenuation of near-fault peak strong ground motion acceleration[J];Earthquake Engineering and Engineering Vibration;2004-03
3 Geng Shuwei~(1,2),Tao Xiaxin~(1,3)(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.College of Science and Engineering, Jinan University,Guangzhou 510632,China; 3.School of Civil Engineering,Harbin Institute of Technology,Harbin 150001,China);The ratios of vertical to horizontal acceleration response spectra[J];Earthquake Engineering and Engineering Vibration;2004-05
4 Dong Di~(1),Zhou Xiyuan~(1,2),Xu Guodong~(2),Yang Runlin~(1)(1.Beijing Key laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China;2.Institute of Earthquake Engineering and Disaster Reduction,Beijing University of Technology,Beijing 100022,China);Some studies on frequency non-stationarity of strong earthquake records[J];Earthquake Engineering and Engineering Vibration;2006-01
5 MENG Qingli,LIN Dequan,ZHANG Minzheng(Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Study on three-dimensional isolated system in shaking table test[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03
6 JIA Junfeng1,OU Jinping1,2(1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;2.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Peak amplitude characteristics of vertical seismic ground motions in near-fault regions[J];Journal of Earthquake Engineering and Engineering Vibration;2009-01
7 DONG Di 1) ZHOU Xi-yuan 1, 2) XU Guo-dong 2) JI Jin-bao 1)1)Beijing Key laboratory of Earthquake Engineering and Structural Retrofit, Beijing 100022, China2)Institute of Earthquake Engineering and Disaster Reduction, Beijing 100022, China;SOME ANALYSES ON EFFECTS OF SITE CLASSIFICATION ON GROUND MOTION CHARACTERISTICS IN CHI-CHI, TAIWAN EARTHQUAKE[J];Seismology and Geology;2006-01
8 ZHOU Xi-yuan XU Ping WANG Guo-quan YAN Wei-ming (Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit, Institute of Earthquake Engineering and Disaster Reduction, Beijing University of Technology, Beijing 100022, China);A CASE STUDY ON NEAR FAULT VERTICAL TO HORIZONTAL RESPONSE SPECTRAL RATIO FROM THE 1999, CHI-CHI, TAIWAN, EARTHQUAKE[J];Seismology and Geology;2006-03
9 L Jian1) YU Yan-xiang,2) TANG Lan-rong1)GAO Jian-hua1) LU Fu-shui1) 1)Earthquake Administration of Jiangxi Province,Nanchang 330039,China2)Institute of Geophysics,China Earthquake Administration,Beijing 100081,China;SEISMIC MOTION ATTENUATION RELATION IN JIANGXI PROVINCE AND ITS ADJACENT AREAS[J];Seismology and Geology;2009-01
10 Li Shuang1)Xie Lili1, 2)1) School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China2) Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China;PROGRESS AND TREND ON NEAR-FIELD PROBLEMS IN CIVIL ENGINEERING[J];Acta Seismologica Sinica;2007-01
China Proceedings of conference Full-text Database 1 Hits
1 Deng Xuesong Nie Yiheng Zhou Yun (College of Civil Engineering,GuangZhou University,Guangzhou 510405,P.R.China);STATE-OF-THE-ART AND STATE-OF-THE-PRACTICE IN VERTICAL EARTHQUAKE-RESISTANT[A];[C];2004
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 NI Yong-jun,ZHU Xi(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Analysis of Acceleration Peak Ratios and Response Spectra for Near-Fault Earthquakes[J];Journal of Northern Jiaotong University;2004-04
2 Hu Yuxian(Institute of Geophysics and institute of Engineering Mechanics, State Setsmological Bureau)Huo Junrong (institute o/ Engineering Mechanics, State Seismological Bureau);REGRESSfONAL RELATfONSHIP OF VARIATES WITH RANDOM ERRORS[J];Earthquake Engineering and Engineering Vibration;1988-04
3 GUO Ming-zhu, MAO Zhi-qing, WEI Xiu-li, HU Cheng-xiang, YU Hai-ying (China Institute of Water Resources and Hydropower Research. Beijing 100044. China; Tianhong Construction Supervisor Company, Chifeng 024000. China; Institute of Engineering Mechanics, C;Characteristics of Jiashi strong ground motion and its relation to focus mechanism[J];Earthquake Engineering and Engineering Vibration;2002-01
4 ZHOU Zheng hua 1,2 , ZHOU Yong nian 2, ZHAO Gang 2 (1.Harbin Institute of Technology, Harbin 150001,China;2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Statistical analysis of peak ratios and response spectra of near-field accelerograms[J];Earthquake Engineering and Engineering Vibration;2002-03
5 DING Haiping1,2, JIN Xing2,LIU Qifang2,YUAN Yifan2(1.Harbin Institute of Technology, Harbin 150090,China; 2.Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Effect of site condition on coherency function of ground motion[J];Earthquake Engineering and Engineering Vibration;2003-01
6 ZHOU Zheng-hua ,ZHOU Yong-nian, LU Tao, YANG Cheng (Harbin Institute of Technology, Harbin 150090, China; Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Study on characteristics of vertical ground motion[J];Earthquake Engineering and Engineering Vibration;2003-03
7 Xu Guodong, Zhou Xiyuan, Dong Di, Yang Runlin (Institute of Earthquake Engineering and Disaster Mitigation, Beijing University of Technology, Beijing 100022, China);A case study on the super-randomness of strong ground motion[J];Earthquake Engineering and Engineering Vibration;2005-02
8 DONG Di~1 ZHOU Xi-yuan~(1,2) XU Guo-dong~2 JI Jin-bao~1(1.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing 100022,China)(2.Institute of Earthquake Engineering and Disaster Reduction,Beijing University of Technology,Beijing 100022,China);Effects of Site Classification of the Chi-chi,Taiwan,China,Earthquake of Sept.21,1999 on Some Characteristics of Ground Motion[J];Journal of Seismological Research;2005-04
9 LI XinleZHU Xi (School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044);ATTENUATION CHARACTERISTICS OF NEAR-FAULT GROUND MOTIONS BASED ON SITE AND FOCAL MECHANISM[J];Journal of Engineering Geology;2004-02
10 NI Yong jun, ZHU Xi (School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044, China);Inspection for design spectra of seismic design code through actual earthquake records[J];Journal of The China Railway Society;2001-02
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