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《Earthquake Engineering and Engineering Vibration》 1992-01
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DISTRIBUTION CHARACTERISTIC OF PHASE DIFFERENCE SPECTRUM AND ARTIFICIAL ACCELEROGRAM

Zhu Yu Feng Qimin (Institute of Engineering Mechanics, State Seismological Bureau)  
According to the results of the phase difference spectrum of the actual accelerograms calculated in this paper, we have recognized that the phase difference distribution of strong earthquake accelerogram possesses characteristic of logarithmic normal distribution. When using the random phase angles with this kind of distribution, the artificial accelerogram generated without envelope function is close to the real record. So the practical method generating the artificial accelerogram with the frequency content and the intensity which are both non-stationary is afforded. By making a comparison between the artificial accelerogram with phase difference spectrum of logarithmic normal distribution characteristic and the one of normal distribution, we have verified that the artificial accelerogram generated with the phase difference spectrum of logarithmic normal distribution will best reflect the variation in the frequency and the intensity of the real accelerogram.
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【References】
Chinese Journal Full-text Database 10 Hits
1 Jin Xing Liao Zhenpeng(Institute of Engineering Mechanics ,S. S. B. );STUDY ON PHASE PROPERTIES OF STRONG GROUND MOTIONS[J];Earthquake Engineering and Engineering Vibration;1993-01
2 Zhu Yu Feng Qimin(Institute of Engineering Mechanics,State Seismological Bureau);DIGITAL CHARACTERISTICS OF PHASE DIFFERENCE SPECTRUM DISTRIBUTION OF EARTHQUAKE ACCELEROGRAM[J];Earthquake Engineering and Engineering Vibration;1993-02
3 Xu Guodong~(1), Zhou Xiyuan~(1,2), Yan Weiming~(1), Dong Di~(1)(1.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing 100022,China; 2.Institute ofEarthquake Engineering and Disaster Reduction, Beijing University of Technology, Beijing 100022, China);The synthesis of man-made ground motion considering the super-randomness[J];Earthquake Engineering and Engineering Vibration;2005-04
4 Xu Guodong1,Zhou Xiyuan2,Yan Weiming2(1.College of Resources Science and Technology,Beijing Normal University,Beijing 100875,China;2.Beijing Key Laboratoryof Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Some notes on the super-randomness of strong ground motion[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
5 ZHANG Hui1,WANG Zhiqing1,PENG Yuancheng2,LONG Xiaohong1 (1.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2.Second Highway Survey Design and Research Institute,Ministry of Communications,Wuhan 430052,China);Spatial seismic response analysis of long-span suspension bridge across Sidu River[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03
6 Liang Jianwen (Department of Civil Engineering, Tianjin University, Tianjin 300072, China);SIMULATION OF NON STATIONARY GROUND MOTION PROCESSES (I)[J];Acta Seismologica Sinica;2005-02
7 ;对水工建筑物设计反应谱的人工波合成[J];Earthquake Resistant Engineering;2002-03
8 AN Zihui,LI Jie(Department of Building Engineering,Tongji University,Shanghai 200092,China);Research on random function model of strong ground motion(Ⅰ):model constructing[J];Journal of Earthquake Engineering and Engineering Vibration;2009-05
9 XU Guodong1,SHI Peijun2,ZHOU Xiyuan3(1.Institute of Disaster Prevention Science and Technology,Sanhe 101601,China;2.Academy of Disaster Reduction and Emergency Management,Ministry of Civil Affairs & Ministry of Education,Beijing Normal University,Beijing 100875,China;3.Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Artificial ground motion based on target response spectra and envelope[J];Journal of Earthquake Engineering and Engineering Vibration;2010-01
10 Cheng Wei Liu Guangdong Yi Weijian (Dept of Applied Mathematics,Hunan Univ,410082,Changsha,P R China);Study of Properties of Phase Spectrum and Phase Difference Spectrum of Strong Ground Motions[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCE);1999-02
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Hu Yuxian,He Xun (Institute of Engineering Mechanics,State Seismological Bureau);PHASE ANGLE CONSIDERATION IN GENERATING RESPONSE SPECTRUM-COMPATIBLE GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1986-02
2 Liao Zhenpeng , Wei Ying (Institute of Engineering Mechanics, State Seismological Bureau);A SEMI-EMPIRICAL MODEL FOR SIMULATING DESIGN ACCELEROGRAMS[J];Earthquake Engineering and Engineering Vibration;1988-01
【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 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
5 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
6 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
7 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
8 WANG Xiu_ying,ZHANG Mi (School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Study on Possibility of Sand Liquefaction of Immersed Tube Foundation in Earthquake[J];Journal of Northern Jiaotong University;2003-04
9 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
10 DING Yu-chun,ZHU Xi (School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China);Probe into Input Energy for the Characterization of Earthquake Ground Motions[J];Journal of Beijing Jiaotong University;2007-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LI Kang ning 1,HONG Liang 2 (1.Earthquake Disaster Mitigation Research Center,The Institure of Physical and Chemical Research,Miki,Hyogo Prefecture,Japan; 2.CANNY Consultants Pte Ltd,261 Waterloo Street,Singapore);CANNY software for elastic & plastic analysis of 3-dimensional structure[J];Building Science Research of Sichuan;2001-04
2 Li Chuan-song;Views on seismic wave input of time history analysis[J];Journal of Anhui Vocational College of Electrontcs & Information Technology;2005-06
3 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
4 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
5 Yeh Yu-Cheng Sun Jia-Lo;A preliminary Investigation on the Mechanism of Soil-box foundation-superstructure Interaction of Highrise Buildings, and A simplified calculating Method by use of "Hinged Elastic Bars[J];Journal of Beijing Polytechnic University;1980-03
6 Shi ZhiLi, Zhou LiZhi;Present Situation of Study and Application of Seismic Design and Vibration Control of Long-Span Bridges[J];Urban Roads Bridges & Flood Control;2002-04
7 Wang Qianxin, Wu Guozhou(Institute of Engineering Mechanics, Academia Sinica);RESPONSE OF NONORTHOGONAL BAR-CHAIN SYSTEM TO MULTI-SUPPORT EXCITATIONS[J];Earthquake Engineering and Engineering Vibration;1982-02
8 Wang Qianxin, Wu Guozhou(Institute oi Engineering Mechanics, Academia Sinica);RESPONSE OF FRAMEWORK TO MULTI-SUPPORT OR MULTI-JOINT EXCITATIONS[J];Earthquake Engineering and Engineering Vibration;1983-02
9 Zhou Xiyuan, Su Jingyu(Institute of Earthquake Engineering, Chinese Academy of Building Research);Influences of Intensity,Epicentral Distance and Site Condition on Response Spectra of Strong Ground Motion[J];Earthquake Engineering and Engineering Vibration;1983-02
10 Hu Yuxian Zhang Minzheng (Institute of Engineering Mechanics, Academia Sinica);A METHOD OF PREDICTING,GROUND MOTION PARAMETERS FOR REGIONS WITH POOR GROUND MOTION DATA[J];Earthquake Engineering and Engineering Vibration;1984-01
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 Jin Xing Liao Zhenpeng (Institute of Engineering Mechanics,S. S. B,Harbin 150080 China);STUDY ON RANDOM FLUCTUATION CHARACTERISTICS OF AMPLITUDE SPECTRA OF STRONG GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1995-03
2 Xu Guodong~(1),Zhou Xiyuan~(1,2),Yan Weiming~(1),Dong Di~(1)(1.Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing 100022,China;2.Institute ofEarthquake Engineering and Disaster Reduction,Beijing University of Technology, Beijing 100022,China);The effect of the super-randomness on spectral property and time history of strong ground motion[J];Earthquake Engineering and Engineering Vibration;2005-05
3 Han Wanshui~(1,2),Huang Pingming~(2),Lan Yan~(2)(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory for Bridge and Tunnelof Shanxi Province,Chang'an University,Xi'an 710064,China);Parametric analysis of cable-stayed bridge with longitudinal viscous dampers[J];Earthquake Engineering and Engineering Vibration;2005-06
4 Jiang Hui~(1),Hu Yuxian~(2),Zhao Fengxin~(2),Yu Yanxiang~(2),Tang Lihua~(3)(1.Earthquake Administration of GuangDong Province,Guangzhou 510070,China;2.Institute of Geophysics,CEA,Beijing 100081,China;3.Earthquake Administration of XinJiang,Urumqi 830011,China);Study on ground motion parameters of scenario earthquake using stochastic simulation method[J];Earthquake Engineering and Engineering Vibration;2006-03
5 Xu Guodong1,Zhou Xiyuan2,Yan Weiming2(1.College of Resources Science and Technology,Beijing Normal University,Beijing 100875,China;2.Beijing Key Laboratoryof Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China);Some notes on the super-randomness of strong ground motion[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
6 DONG Yinfeng1,LI Yingmin1,LAI Ming2,LIU Liping1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China; 2.Department ofScience and Technology,Ministry of Construction,Beijing 100835,China);Simulation of earthquake ground motions by using EMD and VARMA model[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03
7 ZHANG Hui1,WANG Zhiqing1,PENG Yuancheng2,LONG Xiaohong1 (1.School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China;2.Second Highway Survey Design and Research Institute,Ministry of Communications,Wuhan 430052,China);Spatial seismic response analysis of long-span suspension bridge across Sidu River[J];Journal of Earthquake Engineering and Engineering Vibration;2007-03
8 ZHANG Cuiran,CHEN Houqun (Earthquake Engineering Research Centre,IWHR,Beijing 100044,China);Prediction of non-stationary earthquake accelerograms compatible with design evolutionary spectra[J];Journal of Earthquake Engineering and Engineering Vibration;2008-03
9 AI Xiaoqiu1,LI Jie2(1.Shanghai Institute of Disaster Prevention and Relief,Tongji University,Shanghai 200092,China;2.Department of Building Engineering,Tongji University,Shanghai 200092,China);Synthesis method of non-stationary ground motion based on random Fourier spectra[J];Journal of Earthquake Engineering and Engineering Vibration;2009-02
10 Ni Yongjun Zhu Xi (College of Civil Engineering and Architecture,Northern Jiaotong University,Beijing 100044,China);SIMULATION OF ARTIFICIAL RANDOM FIELD CONSI-DERING THE TEMPORAL-SPATIAL VARIATION[J];Acta Seismologica Sinica;2002-04
【Secondary Citations】
Chinese Journal Full-text Database 2 Hits
1 Hu Yuxian,He Xun (Institute of Engineering Mechanics,State Seismological Bureau);PHASE ANGLE CONSIDERATION IN GENERATING RESPONSE SPECTRUM-COMPATIBLE GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1986-02
2 Liao Zhenpeng(Institute of Engineering Mechanics, State Seismological Bureau);SEISMIC MICROZONATION IN CHINA[J];Earthquake Engineering and Engineering Vibration;1987-01
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