Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Earthquake Engineering and Engineering Vibration》 1988-01
Add to Favorite Get Latest Update


Xie Lili , Zhang Xiaozhi (Institute of Engineering Mechanics, State Seismological Bureau)  
In this paper, the existing definition oi strong ground motion duration is reviewed and re-classified into two different categories:record-based duration which was directly defined upon ground motion accelerograms and response-based duration which was defined upon the structure response subjected to ground acceleration. A conception and definition of engineering duration of earthquake ground motion is proposed, and its predicting equations are deduced. The engineering duration is clear in conception, simple in calculation, easy in establishing the relations with other existing record-based durations, and convenient in formulating the predicting equation by fully using the existing ones. Because the defined engineering duration is related directly to both seismic and structural parameters, it can much better reflect both the characteristics of earthquake ground motion and its effects en the seismic damage of structure than any definition presented ever before.
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 7 Hits
1 Qu Tiejun (Institute of Engineering Mechanics,State Seismological Bureau)Wang Junjie (Dalian University of Technology)Wang Qianxin (Institute of Engineering Mechanics,State Seismological Bureau);STUDY ON CHARACTERISTICS OF ENVELOPE FUNCTION OF GROUND MOTION IN LOCAL SITE[J];Earthquake Engineering and Engineering Vibration;1994-03
2 Yin Baojiang;Comparison Analysis and Suggestion of Definition of Earthquake Duration[J];EARTHQUAKE RESISTANT ENGINEERING;1999-02
3 Wang Yuqing; Gao Yanping; Xin Hongbo(Central Research Institute of Building and construction, MMI);EArthquake saffty OF CHINESE TALLINGS DAM(2)──DETERMIATION OF INPUT MOTIONS IN DASHIHE TAILINGS DAM SITE[J];;1994-08
4 Qu Tiejun Wang Qianxin (Institute of Engineering Mechanics, State Scismologicat Bureau);STUDY ON CHARACTERISTICS OF POWER SPECTRA OF GROUND MOTION RECORDED AT SMART-1 ARRAY[J];World Information On Earthquake Engineering;1995-01
5 GAO Yu-feng, LIU Han-long, ZHU Wei (Research Institute of Geotechnical Engineering,Hobai University,Nanjing 210009, China);Study on seismic duration characteristics based on the seismic risk analysis[J];World Information On Earthquake Engineering;2000-04
6 ZHONG Ju-fang~(1),HU Xiao~(2),QU Tie-jun~(3),WU Sheng-xing~(1)(1.College of Civil Engineering,Hohai University,Nanjing 210098,Jiangsu,China;2.China Institute of Water Resources and Hydropower Research,Beijing 100044,China;3.North China University of Technology,Beijing 100041,China);Study on spatial variation of intensity envelope function for horizontal ground motion[J];Water Resources and Hydropower Engineering;2005-11
7 Zhao Yan1, 2), Guo Mingzhu1), Ji Yang3), Wang Wenzhong2) and Zhang Mei2) 1) The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China 2) The College of Architecture and Civil Engineering, Jiamusi University, Jiamusi 154007, China 3) Huadong Metallurgy and Geology Survey Institute, Hefei 230000, China;Site Conditions’ Influence on Earthquake Ground Motion Duration[J];Technology for Earthquake Disaster Prevention;2007-04
Chinese Journal Full-text Database 10 Hits
1 TAN Yi~1, WU Yong~1, LUO Ning~2, BAI Shao-liang~2 (1.China Southwest Architectural Design and Research Institute, Chengdu610081, China; 2.Faculty of Civil Engineering, Chongqing University, Chongqing400045, China);Nonlinear dynamic analysis to RC frame in 7.5 and 8.5 regions of earthquake intensity category[J];Building Science Research of Sichuan;2004-02
2 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
3 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
4 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
5 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
6 LU Ming~1 LI Hong-jing~2 WEN Zeng-ping~3 TIAN Jia-yong~1 XIONG Li-hong~4 DU Xiu-li~4 YU Ai-qin~5 (1.Institute of Crustal Dynamics,Chins Earthquake Administration,Beijing 100085,China;2.Institute of Civil Engineering,Nanjing Industrial University,Nanjing,China 210009,China;3.Institute of Geophysics,China Earthquake Administration,Beijing,China 100081,China;4.College of Architecture and Civil Engineering,Beijing University of Technology.Beijing 100022,China;5.National Center of Earthquake Disaster Prevention,Beijing 100029,China);The Damage Characteristics of Mobile Communication System and Its Building in Dujiangyan City Caused by Wenchuan Earthquake[J];Journal of Beijing University of Technology;2008-11
7 LI Bin,XUE Gang,ZHANG Yuan (Architecture and Civil Engineering School,UIST Baotou,Baotou 014010,China);Experiment study on semic behaviour of concrete filled tubular frame structures[J];Journal of Baotou University of Iron and Steel Technology;2002-02
8 Li Yingmin;Lai Ming;Xiao Mingkui(Chongqing;Jianzhu;University);Simulation of Artificial Ground Motion by AREA Model[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1996-02
9 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
10 JIANG Li-zhong,ZOU Fei,YU Zhi-wu (School of Civil and Architecture Engineering,Central South University,Changsha 410075,China);Ductility of composite steel-concrete beams under repeative and cyclic loading[J];;2005-05
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 ZHAI Chang-hai 1, XIE Li-li 1,2(1.School of Civil Engineering and Architecture, Harbin Institute of Technology, Harbin 150090, China; 2. Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);A comprehensive method for estimating and comparing the damage potential of strong ground motion[J];Earthquake Engineering and Engineering Vibration;2002-05
3 GAO Zhi-bing~(1,2), YANG Wei-lin~2, YU Xiang-juan~1, HUANG Wei-sheng~2 (1.Geotechnical Institute, Hohai University, Nanjing 210098, China; 2.Institute of Earthquake Engineering of Jiangsu Province, Nanjing 210014, China);Study on Designing Ground Motion Parameters of Electric Power Engineering Site[J];Journal of Seismology;2004-01
4 DONG Di1,SANG Xiang-guo,YANG Jian(Institute of Engineering Earthquake of Qingdao City,Qingdao 266003,China);Studies on the Symmetry of Amplitude Envelope Line of Ground Motion[J];Journal of Disaster Prevention and Mitigation Engineering;2007-02
5 ZHONG Ju-fang1,2,HU Xiao2(1.College of Civil Engineering,Nanchang Hangkong university,Nanchang,330063,Jiangxi,China)(2.China Institute of water Resources and Hydropower Research,beijing,100044,China);Study on Attenuation Law of Evolutionary Power Spectra Parameter[J];Journal of Seismological Research;2009-02
6 Cheng Guang-yu~(1,2),Ye Lie-ping~(1,2)(1.Tsinghua University,Beijing 100084,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Beijing,100084,China);Earthquake Energy Input of Inelastic MDOF Systems[J];Earthquake Resistant Engineering and Retrofitting;2007-06
7 QU Tie-jun1 , WANG Qian-xin2 (1. College of Architecture North China University of Technology, Beijing 100041, China; 2. Institute of Engineering Mechanics of China Seismological Bureau, Harbin 150080, China);SEISMIC RESPONSE OF UNDERGROUND PIPELINES TO GROUND MOTION WITH SPATIAL RANDOMNESS[J];Engineering Mechanics;2003-03
8 SHI Yu-cheng~-{1,2-}, LU Yu-xia~-{1,2-}(1. Lanzhou Base of Institute of Earthquake Prediction, CEA, Lanzhou 730000, China; 2. Lanzhou Institute ofSeismology, CEA;Earthquake Administration of Gansu Province, Lanzhou 730000, China);Prediction of Seismic Duration in Loess Land of Gansu Province[J];Journal of Gansu Sciences;2005-03
9 Gao Yanping;Wang Yuqing;Xin Hongbo (Central Reasearch Institute of Building and Construction.MMI 100088);EARTHQUAKE SAFETY OF CHINESE TAILINGS DAM(16)-THE SIMPLIFIED LIQUEFACTION EVALUATION FOR DASHIHE TAILINGS DAM[J];;1995-10
10 ZHAO Yan,FU Li-yan,HAN Wei,ZHANG Tong-wei,ZHANG Guo-zhong(The College of Architecture and Civil Engineering,Jiamusi University, Jiamusi 154007,China);The Influence of Epicenter Distance to Horizontal Earthquake Ground Motion Duration[J];Journal of Jiamusi University(Natural Science Edition);2008-05
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved