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《Journal of Beijing University of Technology》 2011-10
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Rationality Analysis of Low-frequency Stage of Practical Earthquake Ground Motion Power Spectrum Density Function

JIANG Yang1,2,SHI Yong-jiu1(1.Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 2.Beijing Institute of Architectural Design,Beijing 100045,China)  
The practical power spectrum density function(PSDF) of earthquake ground motion produced based on the response spectrum(RS) is very useful in engineering applications.The rationality analysis of the low-frequency stage of the practical PSDF based on several response spectrum of different codes is carried out on the base of two aspects,both rationality of the characteristics of PSDF value at zero frequency and the peak displacement of ground motion.Results show that the rationality of PSDF depends on that of RS.RS value at the long-period(low-frequency) stage must attenuate at the speed of T-2 with increasing period T.Then descending stage of T-2 is adopted to improve the RS curve of Chinese code GB50011—2010.An estimated value of 2 s is proposed as the starting period of the T-2 descending stage.
【Fund】: 高等学校博士学科点专项基金资助课题(20090002110045);; 长江学者和创新团队发展计划资助(IRT00736)
【CateGory Index】: P315.9
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【References】
Chinese Journal Full-text Database 1 Hits
1 WANG De-cai;NI Si-dao;YE Xian-guo;College of Architecture and Art, Hefei University of Technology;Institute of Geodesy and Geophysics, Chinese Academy of Science;School of Civil Engineering, Hefei University of Technology;;STUDY ON VALUE AND ENERGY CHARACTERISTICS OF DESIGN SPECTRA IN LONG PERIOD RANGE[J];工程力学;2016-01
【Citations】
Chinese Journal Full-text Database 9 Hits
1 DING Yang1,2,ZHANG Jiwei1,LI Zhongxian1,2(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.Tianjin Key Laboratory of Civil Engineering Structures and New Materials,Tianjin 300072,China);A Numerical algorithm for equivalent power spectral density functions corresponding to seismic response spectra[J];地震工程与工程振动;2008-06
2 LI Ying-min1,2, LIU Li-ping1,2,3, LAI Ming4 (1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. Key Laboratory of New Technique for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China; 3. Structural Dynamics Laboratory, Chongqing Communications Research and Design Institute, Chongqing 400067, China; 4. Department of Science and Technology, Ministry of Construction, Beijing 100835, China);ANALYSIS AND IMPROVEMENT OF POWER RANDOM SPECTRA OF STRONG GROUND MOTIONS FOR ENGINEERING PURPOSE[J];工程力学;2008-03
3 ZHANG Ya-hui1,CHEN Yan2,LI Li-yuan3,LIN Jia-hao1(1.Faculty of Vehicle Eng.and Mech.,Dalian Univ.of Technol.,Dalian 116024,China;2.College of Sci.,China Univ.of Mining and Technol.,Xuzhou 221008,China;3.Earthquake Eng.Res.Cent.of China Seismological Bur.,Beijing 100036,China);Seismic random vibration analysis of bridges and production of input power spectrum[J];大连理工大学学报;2007-06
4 Xue Suduo Wang Xuesheng CaoZi (Beijing University of Technology);PARAMETERS STUDY ON SEISMIC RANDOM MODEL BASED ON THE NEW SEISMIC CODE[J];土木工程学报;2003-05
5 YU Yan-xiang; HU Yu -xian (Institute of Geophysics, China Seismological Bureau, Beijing 100081. China);Discussion on the long-period design spectrum in "Aseismic Design Code for Buildings" of Shanghai[J];地震工程与工程振动;2000-01
6 WEI Xiao 1, WANG Jun-jie 2, YUAN Wan-cheng 2, FAN Li-chu 2 (1.Seismological Bureau of Shanghai, Shanghai 200062, China; 2.State Key Laboratory on Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Applicable Power Spectral Density Functions for Seismic Design Code of Bridge[J];同济大学学报(自然科学版);2000-01
7 Wang Junjie Fan Lichu (Tongji University);MODIFICATION OF CODE RESPONSE SPECTRUM IN LONG PERIOD PHASE[J];土木工程学报;1998-06
8 Hong Feng Jiang Jinren Li Yuting (Institute of Engineering Mechanics,State Seismological Bureau);POWER SPECTRAL MODELS OF EARTHQUAKE GROUND MOTIONS AND EVALUATION OF ITS PARAMETERS[J];地震工程与工程振动;1994-02
9 Ou Jinping; Niu Ditao;Parameters in the Random Process Models of Earthquake Ground Motion and their Effects on the Response of Structures[J];哈尔滨建筑工程学院学报;1990-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WANG Li-xian;LIU Qi-yang;DI Sheng-kui;XIANG Chang-sheng;College of Civil Engineering,Lanzhou Univ.of Tech.;Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou Univ.of Tech.;;Analysis of stationary random seismic response of arch bridge with concrete-filled steel tubes under non-uniform excitation[J];兰州理工大学学报;2016-02
2 WU Lin-qiang;WANG Zhou;LIU Zhang-jun;College of Hydraulic & Environmental Engineering,China Three Gorges University;College of Civil Engineering & Architecture,China Three Gorges University;;Stochastic Responses and Reliability Analysis of Structures Subjected to Fully Nonstationary Ground Motion[J];地震工程学报;2016-01
3 LI Xi-mei;DU Yong-feng;Western Engineering Research Center of Disaster Mitigation in Civil Engineering,Lanzhou Univ.of Tech.;Institute of Earthquake Protection and Disaster Mitigation,Lanzhou Univ.of Tech.;;Vibration Control of Isolated Curved Girder Bridges under Nonstationary Seismic Excitation[J];地震工程学报;2016-01
4 Zhang Shangrong;Tan Ping;Du Yongfeng;Zhou Fulin;Bao Chao;Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology;School of Civil and Hydraulic Engineering,Ningxia University;Earthquake Engineering Research and Test Center,Guangzhou University;;Reliability Sensitivity Analysis of Inter-Story Isolation System[J];振动.测试与诊断;2016-01
5 WANG De-cai;NI Si-dao;YE Xian-guo;College of Architecture and Art, Hefei University of Technology;Institute of Geodesy and Geophysics, Chinese Academy of Science;School of Civil Engineering, Hefei University of Technology;;STUDY ON VALUE AND ENERGY CHARACTERISTICS OF DESIGN SPECTRA IN LONG PERIOD RANGE[J];工程力学;2016-01
6 Bai Quan;Han Jingjing;Sheng Guohua;Zhang Zhengshuai;School of Architecture and Civil Engineering,Shenyang University of Technology;Earthquake Administration of Shandong Province;;Selection of wavelet basis function in the simulation of seismic response spectrum[J];地震学报;2015-06
7 Li Chunfeng;Du Yongfeng;Li Hui;School of Civil Engineering,Hexi University;Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering,Ministry of Education;;Influence of rigid-connection position on dynamic reliability of asymmetric double-tower connected tall building[J];土木建筑与环境工程;2015-04
8 Zhao Bo;Shi Yongjiu;Jiang Yang;Wang Yuanqing;Chen Zhihua;School of Civil Engineering,Tianjin University;Key Laboratory of Structural Engineering and Vibration of Ministry of Education,Tsinghua University;Department of Civil Engineering,Tsinghua University;;A Practical Simulation Method of Spatially Correlated Earthquake Ground Motions[J];天津大学学报(自然科学与工程技术版);2015-08
9 LI Chun-feng;DU Yong-feng;LI Hui;School of Civil Engineering,Hexi University;Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology;Western Center of Disaster Mitigation in Civil Engineering,Ministry of Education;;Influence of connection style on dynamic reliability of the asymmetric double-tower connected structure[J];振动工程学报;2015-03
10 ZHOU Jing;FANG Xiaodan;JIANG Yi;State Key Laboratory of Subtropical Architecture Science,South China University of Technology;School of Civil Engineering and Transportation,South China University of Technology;Architectural Design and Research Institute of South China University of Technology;;Characteristic periods of response spectrum for far-field long-period seismic ground motions[J];建筑结构学报;2015-06
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 JIANG Yang1,2,SHI Yong-jiu1(1.Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Department of Civil Engineering,Tsinghua University,Beijing 100084,China; 2.Beijing Institute of Architectural Design,Beijing 100045,China);Rationality Analysis of Low-frequency Stage of Practical Earthquake Ground Motion Power Spectrum Density Function[J];北京工业大学学报;2011-10
2 Wang Decai1),Ye Xianguo1,2)Chang Lei1)1)School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China2)Anhui Provincial Civil Structural and Material Laboratory,Hefei 230009,China;A study on input energy spectrum in consideration of site effect and design earthquake classification[J];地震学报;2011-01
3 GENG Shuwei1,TAO Xiaxin2,WANG Guoxin3 (1.School of Civil & Hydraulic Engineering,Hefei University of Technology and Engineering,Hefei 230009,China;2.Institute of Engineering Mechanics,CEA,Harbin 150080,China;3.School of Civil & Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Study on the provisions for the values of design response spectra in long period section[J];世界地震工程;2008-02
4 LI Ying-min1,2, LIU Li-ping1,2,3, LAI Ming4 (1. College of Civil Engineering, Chongqing University, Chongqing 400045, China; 2. Key Laboratory of New Technique for Construction of Cities in Mountain Area, Chongqing University, Chongqing 400045, China; 3. Structural Dynamics Laboratory, Chongqing Communications Research and Design Institute, Chongqing 400067, China; 4. Department of Science and Technology, Ministry of Construction, Beijing 100835, China);ANALYSIS AND IMPROVEMENT OF POWER RANDOM SPECTRA OF STRONG GROUND MOTIONS FOR ENGINEERING PURPOSE[J];工程力学;2008-03
5 CHENG Guang-yu1,2, YE Lie-ping1,2 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Beijing 100084, China);EARTHQUAKE INPUT ENERGY SPRCTRUM FOR INELASTIC SDOF SYSTEMS[J];工程力学;2008-02
6 ZHAO Feng-xin, ZHANG Yu-shan (Institute of Geophysics, China Earthquake Administration, Beijing 100081, China);NARROWBAND-TIME-HISTORY’S SUPERIMPOSING METHOD OF GENERATING RESPONSE-SPECTRUM-COMPATIBLE ACCELEROGRAM[J];工程力学;2007-04
7 Lü HongshanZhao Fengxin(Institute of Geophysics, China Earthquake Administration, Beijing 100081, China);SITE COEFFICIENTS SUITABLE TO CHINA SITE CATEGORY[J];地震学报;2007-01
8 ZHOU Yong-nian,ZHOU Zheng-hua,YU Hai-ying (Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);A study on long period portion of design spectra[J];地震工程与工程振动;2004-02
9 Xue Suduo Wang Xuesheng CaoZi (Beijing University of Technology);PARAMETERS STUDY ON SEISMIC RANDOM MODEL BASED ON THE NEW SEISMIC CODE[J];土木工程学报;2003-05
10 Jiang Jinren Hong Feng (Institute of Engineering Mechanics, State S eismological Bureau);CONVERSION BETWEEN POWER SPECTRUM AND RESPONSE SPECTRUM AND ARTIFICIAL EARTHQUAKES[J];地震工程与工程振动;1984-03
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Meng1,2 ZHANG Zhe1 LI Tian1(1.College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China;2.Department of Building Engineering,Tongji University,Shanghai 200092,China);Study on parameters of Clough-Penzien seismic random model corresponding to respome spectrum of GB50011-2001[J];世界地震工程;2007-01
2 LIU Qinglin~1,FU Xueyi~2(1.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China; 2.College of Architecture and Civil Engineering,Shenzhen University,Shenzhen 518060,China);Study on determination of reasonable mode numbers for response spectrum CQC method[J];建筑结构学报;2006-06
3 CAO Hui1 , LAI Ming2 , BAI Shao-liang1 (1. Faculty of Civil Engineering of Chongqing University, Campus B, Chongqing 400045, China; 2. Science and Technology Department of Construction Ministry, Beijing 100835, China);ESTIMATION OF LOCAL SPECTRAL DENSITY OF EARTHQUAKE GROUND MOTION BASED ON WAVELET TRANSFORM[J];工程力学;2004-05
4 WANG Meng-fu~1,YIN Hua-wei~1,ZHOU Xi-yuan~2 (1.Civil Engineering College,Hunan University,Changsha 410082,China; 2.China Academy of Building Research,Beijing 100013,China);Exact solution for power spectrum density function through response spectrum and its application[J];地震工程与工程振动;2004-02
5 WANG Xue-sheng, XUE Su-duo, CAO Zi (The College of Architecture and Civil Engineering, Beijing Polytechnic University, Beijing 100022, China);Review and prospects of the research on multi-components earthquake excitation for structures (Ⅰ): seismic inputs[J];世界地震工程;2001-04
6 Yang Hong Cao Hui Bai Shaoliang (Chongqing Jianzhu University);EFFECTS OF LOCAL TIME-FREQUENCY CHARACTERISTICS OF EARTHQUAKE WAVES ON STRUCTURAL NONLINEAR RESPONSES[J];土木工程学报;2001-04
7 ZHANG Zhi-yong, SUN Bai-tao, SONG Tian-shu (Dept. of Mechanical Engineering, Wuhan Institute of Chemical Technology, Wuhan 430073, China; Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China; Institute of Civil Eng., Harbin;Study on the parameters of seismic power spectrum model based on the new seismic code[J];世界地震工程;2000-03
8 Deng Jun\ Tang Jiaxiang(College of Civil Engineering,Huazhong University of Science and Technology\ Wuhan\ 430074);CHOICE AND MEASUREMENT OF SEISMIC RECORDS FOR TIME-HISTORY ANALYSIS[J];工业建筑;2000-08
9 Chen Guoxing 1) Jin Yongbin 2) Zai Jinmin 1) ( 1)Institute of Geotechnical Engineering,Nanjing Architectural and Civil Engineering Institute,Nanjing,210009; 2)Jiangsu Institute of Building Scientific Research,Nanjing;A Simple Method of Random Earthquake Response Analysis for High Rise Buildings[J];南京建筑工程学院学报;1999-01
10 Lai Ming Ye Tianyi Li Yingmin (Chongqing Jianzhu University);BI-FILTERED WHITE NOISE MODEL OF EARTHQUAKE GROUND MOTION[J];土木工程学报;1995-06
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