Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Northern Jiaotong University》 2004-04
Add to Favorite Get Latest Update

Analysis of Acceleration Peak Ratios and Response Spectra for Near-Fault Earthquakes

NI Yong-jun,ZHU Xi(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China)  
Based on the earthquake records (Classified according to the fault distance and soil sites) from recent major earthquakes, a statistical analysis concerning of the acceleration peak ratio of vertical and horizontal components are carried out. It is shown that the mean values of acceleration peak ratios for near-fault and medium-fault records are greater than the design values coded in the existing Chinese seismic codes, while the one for far-fault records is closed to the coded value. The statistical analysis respecting to the response spectra of horizontal acceleration records shown that the mean spectra of dynamic amplification factors calculated from the records recorded on hard and medium sites were greater than the design value coded in the existing Chinese seismic codes, while they were consistent with the value coded in UBC97. It hinted that the design spectra of Chinese seismic codes for hard and medium sites were apt to unsafe when they were used in near-fault zones.; the mean spectra for soft sites were consistent with the design spectra of Chinese seismic codes, while they were far less than the value coded in UBC97. The design spectrum of UBC97 for soft sites was inclined to conservative.
【Fund】: 国家自然科学基金资助项目(50278002)
【CateGory Index】: P315
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
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 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
3 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
4 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;Vertical-to-horizontal acceleration response spectrum ratio of near-fault ground motion[J];Acta Seismologica Sinica;2010-01
5 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
6 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
7 Yin Weixi Li Yunhua (College of Civil Engineering,Guangzhou University Guangzhou 510006,China);Research on Isolated Structures on Near-field Ground Motions[J];Guangdong Architecture Civil Engineering;2009-10
8 Yin Jiang1 Hu Qigao2 Li Peng3(1.College of Civil Engineering and Mechanics,Central South University of Forestry and Technology, Changsha 410004,China;2.College of Basic Education for Commanding Officers,National University of Defense Technology,Changsha 410072,China; 3.Hunan Provincial Architectural Design Institute,Changsha 410011,China);THE INFLUENCE OF VERTICAL EFFECT OF NEAR-FAULT EARTHQUAKE ON DISPLACEMENT DEMAND OF STRUCTURES[J];Industrial Construction;2013-06
9 LU Ming-qi,TIAN Yu-ji(School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);Safety of displacement-based seismic designs in near-fault ground motions[J];Journal of Harbin Engineering University;2008-01
10 LU Ming-qi,TIAN Yu-ji,YANG Qing-shan(Beijing Jiaotong University,School of Civil Engineering and Architecture,Beijing 100044,China);Analysis of seismic response of high-rise building to near-fault ground motions[J];Journal of Harbin Institute of Technology;2007-02
【Citations】
Chinese Journal Full-text Database 1 Hits
1 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
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 ZHOU Li-jian~(1,2),SUN Jian-gang~1,ZHANG Yun-feng~1(1.School of Civil Engineering,Daqing Petroleum Institute,Daqing163318,China;2.School of Civil Engineering,Haerbin Engineering University,Haerbin150000,China);A new aseismic design method of stand storage tank[J];Building Science Research of Sichuan;2005-03
2 SONG Tian-qi(Gansu University of Technology,Lanzhou 730050,China);Make textual criticism of inertia force[J];Sichuan Building Science;2006-03
3 GE Nan~1,ZHOU Xi-yuan~2,HOU Ai-bo~2(1.Department of Aseismic Engineering,CABR,Beijing 100013,China;2.Department of Architecture,BJPU,Beijing 100022,China);Evaluation of time history of wind induced vibration with man-made wind pressure fluctuation in the across wind direction on high rise buildings[J];Sichuan Building Science;2006-04
4 WANG Xuelang(Gansu Construction Vocational Technical College,Lanzhou 730050,China);Earthquake induced permanent deformation analysis of dam slope[J];Sichuan Building Science;2009-05
5 XIONG Hui1,LI Zhengliang1,YAN Zhitao1,WANG Zhisong1,ZHANG Xiaomin2(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.College of Resource and Engineering,Chongqing University,Chongqing 400045,China);The relation between the earthquake response spectrum,power spectrum and Fourier spectrum[J];Sichuan Building Science;2011-02
6 Dong ping Chang Yejun (Research Institute of Arch.Design,AIA,Hefei,230022) (Civil Dept,Dong-Nan Univercity,Nanjing,210000);EARTHQUAKE DISASTER PROGNOSTICATING METHOD OF TIER SUMMERING BUILDING[J];JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE;2000-04
7 CHEN Wu-long,MA Zhong,CAI Ming(School of Civil Engineering,Hefei university of Technology,Hefei 230009,China);Analyses of anti-earthquake on tower structure[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2009-04
8 DENG Peng1 , DU Hao1 , LIU Yan2(1.College of Civil Engineering and Architecture, SUST, Qingdao,266510,P. R China;2.Institute of Architectural Design and Research, SUST, Taian,271019,P. R China);Anti-seismic Analysis of Underground Tunnel Based on the Coupling Model[J];;2005-03
9 LU Ci-rong~1 SHEN Lin-chong~2 JIANG Jian-qun~3 LIU Shi-ming~1 LOU Yong-liang~1 (1.East China Investigation & Design Institute,Hangzhou 310014,P.R.China) 2.HangZhou Municipal Underground Group Ltd.,Hangzhou 310003,P.R.China)3.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,P.R.China);Research on Nonlinear Response of Shield Tunnel under Differential Subsidence Due to Earthquake[J];Chinese Journal of Underground Space and Engineering;2008-03
10 Yang Qiwei Qu Tiejun Lin Feng (College of Arch., North China Univ. of Tech., 100041, Beijing, China);Random Analysis on the Axial Seismic Response of Buried Pipeline[J];Journal of North China University of Technology;2004-01
China Proceedings of conference Full-text Database 10 Hits
1 Lian Haining,Lin Weiyong,Hu Jinjun;Analysis on the Characteristic Values of Response Spectra for Construction Site Type Ⅰ1[A];[C];2011
2 Wang Kehai Li Qian Research Institute of Highway,the Ministry Communications of China,Beijing 100088;Research Progress on Seismic Design of Bridge[A];[C];2007
3 WANG Bo~1,HUANG Liang~1,XU Jian-guo~1,HOU Yujie~2 (1.School of Water Conservancy and Environment Engineering Zhengzhou University 450002,Zhengzhou;2.Henan Technical College of Construction 450007,Zhengzhou);Research of vibration control for Large-scale aqueduct under longitudinal earthquake excitation[A];[C];2009
4 LIU Zhe-feng~1,CHEN Kui~2,LIU Hao-ran~1 1.College of Civil Engineering,.Changsha University of Science & Technology,Changsha,410076,China; 2.College of Civil Engineering,Hunan University,Changsha,410082,China;;THE CHARACTERISTICS OF ENERGY DENSITY AND DURIATION TIME DISTRIBUTION OF WAVE BANDS WITH WAVELET ANALYSIS DURING EARTHQUAKE[A];[C];2011
5 Bai Jianfang~1 Lou Menglin~2 (1.School of Civil Engineering,Shijiazhuang Railway Institute,Shijiazhuang 050043,China; 2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);The Parallel Finite Element Theory Based on Dynamic Suhstructure Method and Its Application on Seismic Response Analysis for Irregular Topography[A];[C];2009
6 Nan Xiaohui~1,Li Jianrong~1,Liu Chao~2 (1.Xi' an University of Architecture and Technology,Xi' an,Shaanxi 710055,China; 2.The North China Design Institute of CSCEC,Shenyang,Liaoning 110006,China);Study on Seismic Behavior of Wind Turbine Tower Under Vertical and Horizontal Earthquake Actions[A];[C];2010
7 Liang Qingguo;Vertical Seismic Force at Meizoseismal Area of Strong Earthquake and Its Effect on Important Engineering Project[A];[C];2003
8 YU Xiang,QIAN Qi-hu,ZHAO Yue-tang,GUO Zhi-kun Engineering Institute of Engineering Corps,PLA Univ.of Sci.& Tech.,Nanjing 210007;Analysis of Vertical Earthquake Influence on Damage to Subways Structures[A];[C];2007
9 YAN Zhi-xin~(1,2),GAO Le~(1,2),PENG Ningbo~(1,2),Ren Zhi-hua~3,GUO Bin~(1,2) (1.College of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,China; 2.Key Laboratory of Mechanics on Disaster and Environment in Western China of Ministry of Education,Lanzhou University,Lanzhou 730000,China; 3.Yunan Prorincial Institute of Highway Science and Technology,Kunming 650051,China);Study of dynamic response of bedding rock slope under earthquakes[A];[C];2012
10 Cao Xiaohui,Ma Hongyao,Liu Junsheng,Zhang Peng,Guo Lijuan (Shaanxi Building Research Institute,Xi'an 710082,China);Damping effect of new sliding base-isolated structure[A];[C];2013
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Wen-da~(1,2),SHI Yan-li~1,ZHU Yan-peng~1 (1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou730050,China; 2.College of Civil and Architecture Engineering,Fuzhou University,Fuzhou350002,China);Discussion of application for software SATWE and TAT used in multistory and high-rise buildings structure analysis[J];Building Science Research of Sichuan;2004-01
2 SHI Feiting (Civil Engineering of School,Yancheng Institute of Technology,Yancheng 224051,China);The analytical methodology for developing seismic fragility curves of highway reinforced concrete bridges[J];Sichuan Building Science;2008-06
3 XIONG Hui1,LI Zhengliang1,YAN Zhitao1,WANG Zhisong1,ZHANG Xiaomin2(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.College of Resource and Engineering,Chongqing University,Chongqing 400045,China);The relation between the earthquake response spectrum,power spectrum and Fourier spectrum[J];Sichuan Building Science;2011-02
4 ZHANG Xiang(Sichuan College of Architectural Technology,Deyang 618000,China);Comparison of seismic response spectrum between Chinese seismic design code for buildings and Eurocode 8[J];Sichuan Building Science;2012-02
5 WU Xin, ZHU Xi(School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Effect of Velocity Pulse in Near Field Ground Motions and Certification of Regression Equations to Simple Impact[J];Journal of Northern Jiaotong University;2003-01
6 LI Xin-le, ZHU Xi (School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Velocity Pulse for Near-Fault Ground Motions and Its Effect on Seismic Response of Pier[J];Journal of Northern Jiaotong University;2004-01
7 JIANG Hui,ZHU Xi(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Simulation of Pulse-Type Earthquake Excitation and Energy Performance of Isolated Bridge Piers[J];Journal of Northern Jiaotong University;2004-04
8 MENG Xian-feng,ZHU Xi (School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China);Pounding Behavior of High-Speed Railway Simple Supported Bridges Under the Near-Fault Earthquakes[J];Journal of Beijing Jiaotong University;2006-04
9 JIANG Hui,SHEN Dan,NI Yongjun,ZHU Xi,YANG Qingshan(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Research on peak attenuation relationship of near-fault earthquake ground motion[J];Journal of Beijing Jiaotong University;2011-04
10 Cao Guoan\ Zhong Hongru (College of Civil Engineering and Architecture, Northern Jiaotong University,Beijing 100044);Envelope Function Model of Earthquake Intensity[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;1998-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 DENG Long-sheng~1, FAN Wen~(1,2,3), PENG Jian-bing~(1,2),YAN Fu-rong~1, XIONG Wei~1(1 College of Geological Engineering and Geomatics, Chang'an University,Xi'an 710054, China; 2 Key Laboratory of Western ChineseMineral Resources and Geological Engineering, Ministry of Education,Xi ' an 710054, China; 3 Open Research Laboratory ofGeotechnical Engineering, The Ministry of Land Resources, Xi'an710054, China);Study on the break-down mechanism of road structure induced by dip-slip active fault[J];Journal of Safety and Environment;2009-03
2 QUAN Wei,LI Hongnan(State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China);Generation of spectrum-compatible multi-dimensional artificial ground motions via wavelet transform[J];Journal of Earthquake Engineering and Engineering Vibration;2007-04
3 GUO Xiaoyun1,3,ZHAI Changhai2,XIE Lili2,3 (1.Institute of Disaster Prevention Science and Technology,Yanjiao 065201,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;3.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Study on bi-normalized earthquake velocity response spectra[J];Journal of Earthquake Engineering and Engineering Vibration;2009-03
4 LI Ming1,2,XIE Lili1,3,ZHAI Changhai3,YANG Yongqiang1(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China;3.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Scope division of near-fault ground motion[J];Journal of Earthquake Engineering and Engineering Vibration;2009-05
5 LI Heng1,2,QIN Xiaojun1(1.Institute of Seismology,China Earthquake Administration,Wuhan 430071,China;2.Wuhan Institute of Earthquake Engineering,Wuhan 430071,China);Study on characteristics of vertical to horizontal acceleration response spectral ratio[J];Journal of Earthquake Engineering and Engineering Vibration;2010-01
6 LI Ping2,1,BO Jingshan2,1,SUN Youwei2,GUO Xiaoyun1,2,MEN Ni2,1(1.Institue of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.Institute of Disaster Prevention,Sanhe 065201,China);Effects of site types on flat section values of response spectra[J];Journal of Earthquake Engineering and Engineering Vibration;2011-01
7 HU Jinjun,XIE Lili(Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Review of rupture directivity related concepts in seismology[J];Journal of Earthquake Engineering and Engineering Vibration;2011-04
8 Hu Jinjun1,Xie Lili1,2(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China;2.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Review of the State-of-the-art Researches on Earthquake Super-shear Rupture[J];Advances in Earth Science;2011-01
9 HUANG Ya-hong1)Lü Yue-jun1)LAN Jing-yan1)SHI Chun-hua2)SHI Bing-xin1)1)Institute of Crustal Dynamics,China Earthquake Administration,Beijing 100085,China2)Earthquake Administration of Hainan Province,Haikou 570000,China;DISCUSSION ON THE ISSUE OF PROPER DEPTH IN CALCULATING EQUIVALENT SHEAR WAVE VELOCITY FOR SITE CLASSIFICATION[J];Seismology and Geology;2010-02
10 Xu Longjun1,2)Xie Lili2)1)Engineering College,Ocean University of China,Qingdao 266100,China 2)School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;NEAR-FAULT GROUND MOTION BI-NORMALIZED PSEUDO-VELOCITY SPECTRA AND ITS APPLICATIONS[J];Acta Seismologica Sinica;2007-05
China Proceedings of conference Full-text Database 3 Hits
1 Zuo Qiong Wu Qiang Chen Shaolin (Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing210016,China);CHARACTERISTICS OF INSTANTANEOUS INPUT ENERGY OF GROUND MOTION CONTAINING VELOCITY PULSES[A];[C];2009
2 CAI Zongyi,WANG Zhanjiang,MEN Chaoju,LI Yunliang,WEN Chao,WU Zutang,CHEN Liqiang (Northwest Institute of Nuclear Technology,Xi'an,Shaanxi 710024,China);PROPAGATION ANALYSIS OF GROUND MOTION INDUCED BY EXPLOSION IN LOESS BASED ON WIGNERVILLE DISTRIBUTION[A];[C];2010
3 SUN Ying;CHEN Tian-hai;ZHUO Wei-dong Zhuo;GUYin;XU Zhi-xing;Civil Engineering of Fuzhou University;Fujian Academy of Building Research;;STUDY ON SEISMIC RESPONSE CHARACTERISTICS OF ISOLATED CONTINUOUS BRIDGES UNDER LONG-PERIOD GROUND MOTION[A];[C];2015
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved