Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Beijing Jiaotong University》 2013-01
Add to Favorite Get Latest Update

Performance-based strength reduction factor for strong ground motion under different soil sites

WU Xin1,LIU Xiarun2,JIANG Hui3,CHU Qin3(1.Inner Mongolia University of Technology,Hohhot Inner Mongolia 010051,China;2.China Railway Engineering Consulting Group Co.,Beijing 100055,China;3.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China)  
Strength reduction factor is the major basis for determining inelastic strength demand in seismic design of structures.However,at present the seismic codes of main countries are still using the traditional strength reduction factor based on deformation ductility,which is not consistent with the new generation’s performance-based seismic design philosophy.Strong ground motion records of four kinds of soil sites were selected,and based on the improved dual-parameter Park-Ang model for seismic damage performance evaluation of structures,the distribution characteristics of the performance-based strength reduction factor were analyzed by self-written program.The regression model of the performancebased strength reduction factor was extracted for 5% damping ratio,and the regression parameters under different soil sites were suggested,which could be used for performance-based seismic design of structures,and also as a reference for revision of related codes.
【Fund】: 国家自然科学基金资助项目(50908014);; 中央高校基本科研业务费专项资金资助项目(2011JBM073);; 国家山区公路工程技术研究中心开放基金(gsgz-j 2011-12)
【CateGory Index】: P315.9
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 2 Hits
1 ZHUO Wei-dong, FAN Li-chu (College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China; State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University, Shanghai 200092, China);On strength reduction factors used for seismic design of structures[J];Earthquake Engineering and Engineering Vibration;2001-01
2 ZHAI Chang-hai1,XIE Li-li1,2(1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China,2.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China);Progress on strength reduction factors in structural seismic design[J];Journal of Harbin Institute of Technology;2007-08
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WENG Yan,ZHU Baolong(School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China);Some comparisons between Chinese and Japanese code for earthquakeresistance design of bridges[J];Sichuan Building Science;2010-03
2 WU Xin1,JIANG Hui2(1.Civil Engineering Institute,Inner Mongolia University of Technology,Hohhot Inner Mongolia 010051,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Research on Damping Dissipated Energy for Seismic Structure Based upon Multi-Factor Analysis[J];Journal of Beijing Jiaotong University;2010-04
3 ZHANG Kai1,ZHU Xi1,CHEN Sixiao2,JIANG Hui1,JIANG Cheng3(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044 China;2.China Railway Eryuan Engineering Group Co.Ltd.,Chengdu 610031,China;3.China Communications Railway Survey and Design Institute Co.Ltd.,Beijing 100088,China);Seismic financial risk analysis for high-pier and long-span continuous rigid frame bridge[J];Journal of Beijing Jiaotong University;2011-06
4 SUN Guo-hua1,2,HE Ruo-quan1,2,GU Qiang2,YU Yin-quan3,FANG You-zhen2 (1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 2.Jiangsu Key Laboratory of Structure Engineering,University of Science and Technology of Suzhou,Suzhou 215011,Jiangsu,China;3.Institute of Building Standard Design and Research,Beijing 100044,China);Overstrength and Strength Reduction Factor of Partially Restrained Steel Frame With RC Infill Walls[J];Journal of Beijing University of Technology;2009-10
5 YANG Tao(China Railway Fifth Survey And Design Institute Group Co.,Ltd.Beijing 102600,China);Analysis of P-△ effect of railway bridge with high-rise piers under action of vertical earthquake[J];Journal of Henan University of Urban Construction;2012-03
6 WU Wei1,YAO Ling-kan1,CHEN Qiang2(1.Depart.of Road & Railway Engineering,School of Civil Engineering,Southwest Jiaotong University,Sichuan Chengdu 610031,China;2.Institute of Highway Planning Survey & Design of SichuanCommunications Depart.,Sichuan Chengdu 610041,China);Study on Influence of Shape and Reinforced Measures on Seismic Response in Large-Scale Shaking Table Model Tests[J];Journal of Chongqing Jiaotong University(Natural Science);2008-05
7 PENG Kai1,2,LI Jian-zhong1,ZHU Yu3,PENG Tian-bo1(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;3.Anhui Communications Consulting & Design Institute,Anhui Hefei 230031,China);Shaking Table Tests on a Single-Column-Bent Double-Deck Viaduct-Ⅰ Pier Model:Structural Dynamic Properties[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
8 QIU Yan-ling1,YAO Ling-kan1,2,QIN Wei1 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China;2.Road and Railway Engineering Research Institute,Sichuan Key Laboratory of Seismic Engineering and Technology,Chengdu 610031,Sichuan,China);Characteristic Analysis of the Damaged Retaining Wall in Wenchuan Earthquake[J];Journal of Chongqing Jiaotong University(Natural Science);2010-04
9 WANG Jing-mei1,YAO Ling-kan1,2,YANG Ming1,2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,Sichuan,China; 2.Anti-seismic Technique Institute of Highway and Railway Engineering,Sichuan Province Key Lab of Anti-seismic Engineering Technique,Chengdu 610031,Sichuan,China);Seismic Resistance Behavior Check and Seismic Damage Mechanism Analysis of the Shoulder Retaining Wall in Wenchuan Seismic Area[J];Journal of Chongqing Jiaotong University(Natural Science);2010-06
10 Zhang Hui,Dai Gonglian;Earthquake Response and Bearing Optimizing Study of Chencun Water Curse Super-large Bridge in Wuguang Express Railway[J];Urban Roads Bridges & Flood Control;2008-07
China Proceedings of conference Full-text Database 9 Hits
1 ~*JIANG Li-fei~1,SUN Zhuo~1,WU You-ming~1,ZHONG Tie-yi~2 (1.School of Civil Engineering,Guangzhou University,Guangzhou 510006,China;2.School of Civil Engineering, Beijing Jiaotong University,Beijing 100044,China);COMPARISON AND ANALYSIS ON THE DOMESTIC AND OVERSEAS SEISMIC DESIGN RESPONSE SPECTRUM FOR RAILWAY BRIDGE[A];[C];2010
2 GUO En ZHOU Xiyuan (Beijing Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing,100124);Summarization on Effects of Near-fault big Velocity Pulse on Typical Structures[A];[C];2010
3 Wang Dongsheng Li Hongnan Wang Guoxin (School of Civil and Hydraul.,Dalian Univ.of Technol.,Dalian 116024,P.R.China);COMPARISON OF INELASTIC SEISMIC RESPONSE SPECTRAL[A];[C];2004
4 LuHong-biao,Liu Wen-yuan,Xu xiao-zhuang (Engineering Institute of Engineering Corps,PLA University Of Science.& Technology,Nanjing 210007,Jiangsu,China);The Study of strength-reduction factors for seismic design[A];[C];2008
5 Lu Hong-biao,Liu Wen-yuan,Xu xiao-zhuang (Engineering Institute of Engineering Corps,PLA University Of Science,& Technology, Nanjing 210007,Jiangsu,China);The Realization on Inelastic Demand Spectrum[A];[C];2008
6 ZHU Ying,WEI Yongxing (China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu,Sichuan 610031,China);CHARACTERISTICS OF RAILWAY DAMAGE DUE TO WENCHUAN EARTHQUAKE AND COUNTERMEASURE CONSIDERATIONS OF ENGINEERING SEISMIC DESIGN[A];[C];2010
7 WANG Jian~1,YAO Lingkan~1,CHEN Qiang~2 (1.School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2.Highway Planning Survey and Research Institute,Sichuan Provincial Communication Department,Chengdu,Sichuan 610041,China);RESEARCH ON FAILURE MODE OF ROAD EMBANKMENT IN WENCHUAN GREAT EARTHQUAKE AND DEFORMATION CONTROL OF GEOGRID REINFORCEMENT[A];[C];2010
8 HAN Kang (China Railway Eryuan Engineering Group Co.Ltd.,Chengdu 610031,Chian);The Exploration for Active Fault and Railway Selected Line[A];[C];2012
9 HAN Pengfei~1,SUI Xiaomin~1,ZHANG Jianjing~2 (1.The Third Railway Survey and Design Institute Group Corporation,Tianjin 300251,China;2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Comparison of Calculation Methods for Seismic Earth Pressure of Retaining Wall[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Ou Jinping Niu Ditao Wang Guangyuan(Harbin Architectural and Civil Engineering Institute);FUZZY DYNAMICAL RELIABILITY ANALYSIS AND DESIGN OF MULTI-STOREY NONLINEAR ASEISMIC STEEL STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1990-04
2 Ou Jinping; He Zheng; Wu Bin; Qiu Fawei(Harbin University of Civil Engineering and Architecture, Harbin, 150008. China);Seismic Damage Performance- based Design of Reinforced Concrete Structures[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1999-01
3 ZHOU Yun; XU Tong; HE Ming-xuan ( South China Construction University, Guangzhou 510405; Taiyuan University of Technology, Taiyuan 033024);Study of design method for base-isolation structures based on energy theory[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
4 ZHUO Wei-dong, FAN Li-chu (College of Civil Engineering and Architecture, Fuzhou University, Fuzhou 350002, China; State Key Laboratory for Disaster Reduction in Civil Engineering at Tongji University, Shanghai 200092, China);On strength reduction factors used for seismic design of structures[J];Earthquake Engineering and Engineering Vibration;2001-01
5 FAN Li-chu, WANG Jun-jie (Dept. of Bridge Engineering, Tongji University, Shanghai 200092, China);Design code for earthquake-resistance of bridges: current situation and trend[J];Earthquake Engineering and Engineering Vibration;2001-02
6 LIAO Wen -i LOH Chin-hsiung and WAN Shiuan (Center for Research on Earthquake Engineering. Taipei. Taiwan, China);Responses of isolated bridges subjected to near-fault ground motions[J];Earthquake Engineering and Engineering Vibration;2001-S1
7 WANG Dong-sheng1,Feng Qi-min2,ZHAI Tong1(1.Institute of Engineering Mechanics,China Seismological Bureau,Harbin 150080,China;2. Qingdao University of Ocean,Qingdao 266071,China);Performance of reinforced concrete bridge pierssubjected to near-fault ground notions[J];Earthquake Engineering and Engineering Vibration;2003-01
8 GONG Mao-sheng, XIE Li-li, Zhang Wen-bo (Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China; School of Civil Engineering and Architecture, Harbin Institute of Technology, Harbin 150090, China);Attenuation of input energy of strong ground motion[J];Earthquake Engineering and Engineering Vibration;2003-03
9 ZHAI Chang-hai~(1), GONG Mao-sheng~(2), ZHANG Mao-hua~(1), XIE Li-li~(1,2), ZHANG Min-zheng~(2)(1.School of Civil Engineering , Harbin Institute of Technology, Harbin 150090, China; 2. Institute of EngineeringMechanics, China Earthquake Administration, Harbin 150080, China);On seismic resistance spectra of constant ductility of structures[J];Earthquake Engineering and Engineering Vibration;2004-01
10 LU·· Xi-lin, ZHOU Ding-songg, Tongji University, Shanghai 200092, China);Ductility demand spectra and inelastic displacement spectra considering soil conditions and design characteristic periods[J];Earthquake Engineering and Engineering Vibration;2004-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved