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《Building Science Research of Sichuan》 2005-06
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Design and analysis on the reinforcement of the beam-column connections with welded flanges and bolted webs

SHI Yong-jiu,YANG Wen,WANG Yuan-qing(Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China)  
During the Northridge earthquake in America and the Kobe earthquake in Japan,the form of connections with welded flanges and bolted webs suffered unanticipated brittle fractures in many steel moment-resisting-frame buildings.Many researches on repair and rehabilitation have been carried out for the damaged steel moment connections after the disasters.However,the researches in our own country now lag behind.This article summarizes the causes of the damaged the main approaches abroad of reinforcing the connections with welded flanges and bolted webs.Based on the available experimental results in America,it also displays the design process by analyzing an example,and compares the differences between the notions of the design before and after the modification in China and abroad.It turns out,also confirmed by finite element analysis,that the seismic resistant performance of the connections can be improved after proper reinforcement.
【CateGory Index】: TU391
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【References】
Chinese Journal Full-text Database 2 Hits
1 SHI Yongjiu1,YANG Wen1,2,WANG Yuanqing1(1.Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;2.China Southwest Architectural Design & Research Institute,Chengdu 610081,China);Finite element analysis on retrofitting steel moment connection with initial loads[J];Sichuan Building Science;2008-04
2 SHI Yongjiu,YANG Wen,WANG Yuanqing(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China);Welding residual stresses of cover-plate retrofitted steel moment connections[J];Journal of Liaoning Technical University(Natural Science);2009-02
【Citations】
Chinese Journal Full-text Database 3 Hits
1 Yao Guochun Huo Lixing Zhang Yufeng Yang Xinqi (Tianjin University Tianjin 300072);INVESTIGATION ON FRACTURE BEHAVIOR OF WELDED STEEL STRUCTURE BEAM-COLUMN CONNECTIONS UNDER EARTHQUAKES[J];Steel Construction;2000-04
2 Wang Wanzhen(Xi′an University of Architecture and Technology Xi′an 710055) Zhao Haihong(Northwest Institute of Design & Research of China Construction\ Xi′an 710003) Gu Qiang(University of Science & Technology of Suzhou\ Suzhou\ 215011);ANALYSIS ON FRACTURE MECHANISM OF RIDIGED BEAM-COLUMN CONNECTIONS IN STEEL FRAMES[J];Industrial Construction;2002-08
3 Wang Wanzhen Gu Qiang;Finite Element Analysis on Fracture Mechanism of Rigided Beam-column Connections in Steel Frames[J];Building Structure;2002-09
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 KOU Xiong,YAN Jin (College of Ocean and Ship Engineering, Tianjin University, Tianjin 300072,China);Formation and control of ship welding deformation[J];Journal of Liaoning Technical University;2005-01
2 RU Ji-ping1,2 , YANG Na1 , YANG Qing-shan1 (1. The school of Civil Engineering & Architecture, Beijing Jiaotong University, Beijing 100044, China; 2. National Natural Science Foundation of China, Beijing 100085, China);A REVIEW ON THE SEISMIC PERFORMANCE OF STEEL MOMENT CONNECTIONS WITH REDUCED BEAM SECTIONS[J];Engineering Mechanics;2004-01
3 WANG Xiu-li1,2, SHEN Shi-zhao1, YIN Zhan-zhong2, LI Qing-fu2 (1. Harbin Institute of Technology, Harbin 150090, China; 2. Lanzhou University of Technology, Lanzhou 730050, China);EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF BEAM-COLUMN CONNECTIONS WITH OPENINGS ON BEAM WEBS IN STEEL FRAMES[J];Engineering Mechanics;2006-06
4 NIE Jian-guo1,2,QIN Kai1,2,XIAO Yan3(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;3.Department of Civil Engineering,University of Southern California,Los Angeles,CA 90089,U.S.);EXPERIMENTAL INVESTIGATION AND NONLINEAR FINITE ELEMENT ANALYSIS ON THE BEHAVIOR OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN CONNECTIONS[J];Engineering Mechanics;2006-11
5 Xie Xiaodong Yang Na Yang Qingshan (College of Architecture and Civil Engineering, Beijing Jiaotong University Beijing 100044);PARAMETER ANALYSIS OF STEEL REDUCED BEAM SECTION CONNECTION[J];Steel Construction;2004-04
6 Zhou Qun Wang Yan(School of Civil Engineering,Qingdao Technological University Qingdao 266033);RESEARCH ON THE CUTTING DEPTH OF THE BEAM FLANGE OF THE REDUCED BEAM SECTION CONNECTION[J];Steel Construction;2007-07
7 Yue Runhui Li Jun Yu Yousheng(Qingdao Technological University Qingdao 266033);DISCUSSION ON REASONABLE POSITION OF LATERAL BRACE FOR REDUCED BEAM SECTION CONNECTION[J];Steel Construction;2007-07
8 Chen Hong Shi Yongjiu Wang Yuanqing Zhao Dawei(Dept.of Civil Engineering, Tsinghua Uni. Beijing 100084);RESEARCH ON STRESSING PROPERTIES OF STEEL BEAM-COLUMN CONNECTIONS BY NONLINEAR ANALYSIS[J];Industrial Construction;2001-05
9 LI Bo,YANG Qing-shan,RU Ji-ping(School of Civil Engineer andArchitecture,Beijing Jiaotong University,Beijing 100044,China);Experimental research on behaviors of connection of steel moment-resisting frames with opening on beam web[J];Journal of Harbin Institute of Technology;2006-08
10 Liu ShuDoctoral Candidate; School of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China.;Testing hysteretic behavior of steel frame[J];Journal of Huazhong University of Science and Technology;2004-10
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 YU You-sheng,WANG Yan,LIU Xiu-li (Department of Civil Engineering, Qingdao Technological University, Qingdao, Shandong 266033, China);FINITE ELEMENT ANALYSIS AND EXPERIMENTAL STUDY ON THE BEHAVIOR OF REDUCED BEAM SECTION CONNECTIONS OF STEEL FRAME UNDER CYCLIC LOADING[J];Engineering Mechanics;2009-09
2 MAO Hui1,2,WANG Yan1(1.School of Civil Eng.,Xi′an Univ.of Arch.& Tech.,Xi′an 710055,China;2.School of Civil Engineering,Qingdao Technological University,Qingdao 266033,China);Study on the mechanical properties of widened beam flange connections of steel frame[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2010-01
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 SONG Zhensen, GU Qiang, GUO Bing (College of Civil Engineering, Xi'an University of Architecture and Technologe, Xi'an 710055, China);Cyclic-loading Performance of Steel Beam-to-column Moment Connections[J];Journal of Building Structures;2001-01
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