Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2009-02
Add to Favorite Get Latest Update

Mechanical behavior analysis on improved connections of steel frames

LEI Jinsong1,2,YAO Yong1,ZOU Yinsheng2(1.School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China)  
Numerous rigid connections brittle fracture happened in the 1994 Northridge earthquake in America and 1995 Hyogoken-Nanbu earthquake in Japan,which indicate that cognitions on the damage mechanism of beam to column connection are rather inadequate.By using the FEM author analyzed those connections.Under the cyclic loading test,the strength and rigidity of improved connections is better and can satisfy the request of code for seismic design of buildings;The plastic rotation ability is better,may satisfy the request of the anti-curved steel frame connection plastic rotation ability.When loading increase to maximum load,the deformation of joint-panels is very slightly and can satisfies principles of general design method;The structure is simple and can be used conveniently.
【Fund】: 国家自然科学基金资助项目(50848008);; 四川省自然科学基金资助项目(03JY029-038-2)
【CateGory Index】: TU391
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 1 Hits
1 WANG Xiu-li1,YIN Zhan-zhong1,LI Qing-fu1,LI Da-jun2(1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China;2.Gansu Longying Steel Construction Company, Lanzhou 730000, China);Anti-seismic Performance Testing Study on New Type Beam-to-column Connection in Steel Frames[J];Progress in Steal Building Structures;2005-04
Chinese Journal Full-text Database 10 Hits
1 WANG Xitang,XU Zhonggen(Earthquake Engineering Seismic Research Center of Guangzhou University,Guangzhou 510405,China);Seismic design of beam-column bolted and welded joints of steel frames[J];Sichuan Building Science;2008-01
2 ZHOU Yu-shi,JIA Xin,YUAN Yong(Civil Engineering College,Tongji University,Shanghai 200092,P.R.China);Simulation of Reinforced Concrete Frame Pushover Test Based on the Object-oriented Programming Method[J];Chinese Journal of Underground Space and Engineering;2007-01
3 YANG Shi-cong~1,WANG Fu-min~2,ZHONG Jian-guo~2,TONG Dai-wei~2 1.Chongqing Jiaotong Univesity,Chongqong 400074,China;2.Chongqing Communication Research & Design Institute,Chongqong 400067,China;Modification of arch ring strength calculation for tube-concrete arch bridge based on defective experiments[J];Journal of Chongqing Jiaotong University;2006-04
4 LIU Chao,CHEN Ping,ZHANG Xing-hu,WANG Dao-yong(School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Experimental Study and Analysis of 40 m Steel Lifting Pole[J];Electric Power Construction;2008-07
5 WANG Xiu-li, QIN Xue-ying( Department of Civil Engineering , Lanzhou University of Technology ,Lanzhou 730050,China);PUSH-OVER ANALYSIS OF MULTI-LAYER STEEL FRAME STRUCTURE[J];Low Temperature Architecture Technology;2006-04
6 TU Zhi-yi~1,LU Xiao-yu~2(1.China Railway Tunnel Survey & Design Institute,Luoyang 471009,China;2.Anhui University of Science and Technology,Civil Engineering Dept.,Huainan 232001,China);EXPERIMENTAL STUDY ON SHEAR STRENGTH OF CFRP-CONCRETE AT LOW TEMPERATURE[J];Low Temperature Architecture Technology;2006-05
7 LI Qiang1,2,WANG Ze-jun3 (1.School of Civil Engineering,Zhejiang University,Hangzhou 310027,China;2.Department of Civil Engineering,Zhejiang College of Construction,Hangzhou 311231,China;3.School of Civil Engineering,Xi'an University of Architecture and Technology, Xi'an 710055,China);DETAILING OF COAL UNLOADING CHUTE WITH SKEW BEAM OF LARGE THERMAL POWER PLANT[J];Low Temperature Architecture Technology;2009-01
8 DU Guo-feng1,2,XU Cheng-xiang 1,JIANG Chu-xiong2(1.School of Urban Construction,Yangtze University,Jingzhou Hubei 434023,P.R.China;2.School of Civil Engineering,Wuhan University,Wuhan Hubei 430072,P.R.China);Earthquake Simulation Shaking Table Test of Concrete-filled Steel Tube Frame Structure[J];Journal of Chongqing University;2008-02
9 ZHOU Yu-shi, LIU Xian, YUAN Yong (Civil Engineering College of Tongji University, Shanghai 200092, China);Virtual simulation system of digital static test lab based on general graphics environment[J];Journal of Fuzhou University(Natural Sciences Edtion);2005-S1
10 Cao Yusheng Gao Jing(Inner Mongolia University of Technology Huhhot 010062) Zhu Xirong (Inner Mongolia Grand Architecture Design Co., Ltd Huhhot 010062);THE STRESS CAPABILITY SITE MEASUREMENT OF STEEL TRUSS[J];Steel Construction;2005-04
【Secondary Citations】
Chinese Journal Full-text Database 5 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 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
3 Wang Xiuli Shen Shizhao Zhu Yanpeng et al.;Optimum Design of Light Steel Tube Arch Roof Structure with Tubular Element[J];Building Structure;2002-07
4 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
5 SHI Yongjiu, LI Zhaofan, CHEN Hong, WANG Yuanqing(Department of Civil Engineering, Tsinghua University, Beijing 100084, China);Experimental Research on Cyclic Behavior of New Types of Beam column Connections in Highrise Steel Frames[J];Journal of Building Structures;2002-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved