Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Zhejiang University(Engineering Science)》 2006-01
Add to Favorite Get Latest Update

Aseismic behaviors of transferring joints for steel reinforced concrete beam

LI Yu-rong~1,SHEN Jin~2,QIU Tao~2,SUN Bin-nan~1,QIN Cong-lv~2(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310027,China;2.Architectural Design and Research Institute,Zhejiang University,Hangzhou 310027,China)  
Based on the pseudo-static tests of the continuous steel reinforced concrete(SRC) beam transferring structural model under two loading modes,some aseismic behaviors of transferring joints,such as the failure patterns,deformation capacity,energy dissipation capacity,strength degradation of steel reinforced concrete transferring joints,were presented for contrasting them with the aseismic performance of SRC frame joints without axial compression.The aseismic behaviors of the SRC transferring joints and the equivalent SRC frame joints were analyzed by using the finite element method.Stresses in the steel webs were obtained by using the test data in the shear strength equation introduced from the analysis.In order to prove the results of the test,a finite element model was put forward,which showed that the strut-tie mechanism of the transferring joints under earthquake forces is effective.
【CateGory Index】: TU398.9
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 1 Hits
1 SI Bing-jun1,SUN Zhi-guo2,REN Xiao-dan3,WANG Dong-sheng2,WANG Qing-xiang1(1.Dalian Modern Engineering Test CO.LTD.,Dalian,Liaoning 116024,China;2.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian,Liaoning 116026,China;3.School of Civil Engineering,Tongji University,Shanghai 200092,China);Finite element analysis of the hysteretic behavior of RC bridge piers[J];Journal of Harbin Institute of Technology;2009-12
【Citations】
Chinese Journal Full-text Database 3 Hits
1 NIE Jian-guo1 , CHEN Lin1, XIAO Yan2 (1. Department of Civil Engineering, Tsinghua University, Beijing 100084, P. R. China; 2. Department of Civil Engineering, University of Southern California, USA);PLASTIC ANALYSIS OF SHEAR BEHAVIOR OF COMPOSITE STEEL-CONCRETE BEAMS[J];Engineering Mechanics;2002-05
2 Zhang Yu, Li Xiangmin, Li Hui et al;Shear Behavior of Beam-column Jonits Under the Cyclic Reversed Loading[J];Building Structure;1999-07
3 XUE Jian-yang, ZHAO Hong-tie, YANG Yong(School of Civil Engineering, Xi'an University of Architecture & Technology, Xi'an 710055, China);Seismic behavior and construction method of steel reinforced concrete joints[J];World Information On Earthquake Engineering;2002-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Hui-hong,HE Yi-bin,SHEN Pu-sheng (College of Civil Engineering,Hunan University,Changsha410082,China);Experimental research on shearing hysteretic characteristics of beam in steel-reinforced concrete beam-column joint under reversed cyclic load[J];Building Science Research of Sichuan;2004-03
2 XU Ya-feng 1, WANG Lian-guang 2, CAO Yue 3, LIU Zhi-yang 1 (1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China; 2. Shenyang Institute of Civil and Architecture Engineering, Shenyang 110015, China; 3. Liaoning Jindi Construction Group Co.,Ltd, Shenyang 110006, China. );Theory Analysis of High Strength Steel-Reinforced Concrete Joint Shear Capacity[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2003-04
3 ZHANG Hai-xia~1, ZHOU Xing-guo~2, ZHU Fu-sheng~1, WANG Lian-guang~1 (1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China; 2. Department of Real Estate of Huanggu District, Shenyang 110001, China. );Experimental Study on Frame Joints of Steel-Encased High-Strength Reinforced Concrete with Dynamics Simulation[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2004-08
4 Zhang Xuesong Li Zhongxian(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Seismic behavior of joints of prefabricated steel reinforced concrete integral frame under low cyclic and reciprocal loading[J];Journal of Southeast University (Natural Science Edition);2005-S1
5 Zhou Changbin1 Zhu Jianing1 Li Hongxing4 Bai Guoliang1,2,3(1 School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China) (2 State Key Laboratory of Architecture Science and Technology in West China,Xi'an University of Architecture and Technology,Xi'an 710055,China) (3 Key Laboratory of Structural Engineer and Seismic of Ministry of Education,Xi'an University of Architecture and Technology,Xi'an 710055,China) (4 Northwest Electric Power Design Institute,Xi'an 710032,China);Experimental study on seismic behavior of hybrid structure with abnormal exterior joints of main powerhouse in new thermal power plant[J];Journal of Southeast University(Natural Science Edition);2009-S2
6 Zhang De-he;Application of the Section Steel Compounded Reinforced Concrete beam in alteration & strengthening of a building[J];Fujian Construction Science & Technology;2008-05
7 WANG Lian-guang1 , JIA Lian-guang2 , Zhang Hai-xia1 (1. Northeasternn University, Shenyang 110004, China; 2. Shenyang Architecture and Civil Engineering, institute, Shenyang 110015, China);EXPERIMENTAL STUDY OF ASEISMIC BEHAVIOR OF STEEL-REINFORCED HIGH STRENGTH CONCRETE JOINTS[J];Engineering Mechanics;2005-01
8 LIU Yang , GUO Zi-xiong , HUANG Qun-xian (College of Civil Engineering, Huaqiao University, Quanzhou, Fujian 362021, China);EXPERIMENTAL STUDY OF DEFORMATION PERFORMANCE OF CSRC JOINTS WITH DIFFERENT SEISMIC DETAILS[J];Engineering Mechanics;2010-10
9 Sun Qinggang(Shanxi Electric Power Exploration & Design Institute Taiyuan 030000) Zhao Gang(Shaanxi research & Architectural Design Institute Xi'an 710055)Liu Hongzhi(Hebei Fang Yuan Architectural Design Company Shijiazhuang 055000);COMPARATIVE ANALYZE ON CALCULATING METHODS OF SRC NODAL BEARING CAPACITY[J];Industrial Construction;2007-S1
10 Wang Tiecheng~1 Wang Yuliang~1 Jiang Weishan~2(1.School of Civil Engineering,Tianjin University,Tianjin 300072,China;2.School of Civil Engineering,Xi'an University of Architecture and Technology, Xi'an 710055,China);ANALYSIS OF MECHANICAL PROPERTY ON SRC JOINTS WITHOUT STIRRUP[J];Industrial Construction;2009-03
China Proceedings of conference Full-text Database 9 Hits
1 Zhang Xuesong Li Zhongxian (School of Civil Engineering, Tianjin University, Tianjin 300072, China);Seismic behavior of joints of prefabricated steel reinforced concrete integral frame under low cyclic and reciprocal loading[A];[C];2005
2 ;钢骨混凝土柱与钢筋混凝土梁组合框架节点受剪承载力的试验研究[A];[C];2009
3 Li Bin,Gao Chunyan,Wang Chenfei (School of Architecture & Civil Engineering,Inner Mongolia University of Science & Technology,Baotou 014010,China);Analysis on Hysteretic Behavior of Steel Beam to Concrete-filled Square Steel Tube Column Connections with Outer Stiffening Ring[A];[C];2009
4 Xu Ya-feng~1 Wang Lian-guang~1 Zhang Haixia~2 Liu zhi-yang~2 (1.The Civil Engineering Department Institute of Civil and Architecture,Shenyang,110168,Chain;2.School of Resources and Civil Engineering,Northeastern University,Shenyang,110004,China);The Test Study of HSRC Frame Joint Cracking Capability[A];[C];2004
5 GUO Zi-xiong YANG Yong WANG Miao-fang (College of Civil Engineering,Huaqiao University,Quanzhou,362021,China);Research Prospect on Performance-Based Seismic Design of Steel Reinforced Concrete Structures[A];[C];2005
6 HU Jing-li CHEN Yi-yi (School of Civil Engineering,Tongji University,Shanghai 200092,China);Experiments on Steel Reinforced Concrete Joint Connecting Column,Beam and Braces Subjected to Cyclic Loads[A];[C];2005
7 JING Deng-hu CAO Shuang-yin (College of Civil Engineering of Southeast University,Nanjing 210096,China);Analysis and Application of Reinforced Concrete Plate Strengthened by Post-installed Steel Composite Beam[A];[C];2007
8 XUE Jian-yang GAO Xiang ZHAO Hong-tie CHEN Zong-ping (College of Civil Engineering,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China);Calculation on shear capacity of steel-high strength concrete joint and its numerical simulation[A];[C];2007
9 GUO Zi-xiong ZHUANG Yun LIU Yang (College of Civil Engineering,Huaqiao University,Quanzhou 362021,China);Comparative study on the shear capacties of SRC joints[A];[C];2007
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LI Kang ning 1,HONG Liang 2 (1.Earthquake Disaster Mitigation Research Center,The Institure of Physical and Chemical Research,Miki,Hyogo Prefecture,Japan; 2.CANNY Consultants Pte Ltd,261 Waterloo Street,Singapore);CANNY software for elastic & plastic analysis of 3-dimensional structure[J];Building Science Research of Sichuan;2001-04
2 ZHANG Yuan-yuan~1,GUO Dong~2,LING Hu-ke~2,LIHao~2 (1.Hehai University,Nanjing210098,China; 2.Engineering Institute of Engineering Corps,PLAUST,Nanjing210007,China);Nonlinear finite element analysis of reinforced concrete beam under dynamic loading[J];Building Science Research of Sichuan;2003-04
3 WANG Fei,YU Xiang-qian(Department of Civil Engineering,Chongqing University,Chongqing400045,China);Finite element analysis of shear wall with diagonal web reinforcement[J];Building Science Research of Sichuan;2004-04
4 FU Jian-ping,WANG Fei,YU Xiang-qian(College of Civil Engineering,Chongqing University,Chongqing400045,China);Finite element analysis on the behavior of top story knee joint of concrete structures with short shear walland unbonded tendons prestressed slab[J];Building Science Research of Sichuan;2005-02
5 ZHANG Yi,ZHONG Zhi-yuan,CHEN Hua(Sichuan Institute of Building Research, Chengdu610081, China);Nonlinear finite element analysis of RC beam strengthened with enlarged section and reinforce bars[J];Building Science Research of Sichuan;2005-02
6 ZENG Xiang-rong~1,JIANG Shi-yong~1,CHEN Jin~1,WANG Wei~1,CAI Yong-jun~2(1.Longitudinal Engineering University, Chongqing400041,China;2.Guangzhou No. 4 Construction Equipment Co. Ltd., Guangzhou510250,China);Finite element analysis of concrete beams strengthened with prestressed CFRP sheets when it is not uninstalled[J];Building Science Research of Sichuan;2005-03
7 ZHANG Yi~1,ZHONG Shu-sheng~2(1.Sichuan Institute of Building Research, Chengdu 610081,China;2.School of Civil Engineering, Chongqing University, Chongqing 400045,China);The comparison between nonlinear FEA and experiment of an RC inclined-column transferring joint[J];Building Science Research of Sichuan;2005-04
8 WANG Hong-nan~1,LIU Hua-bo~2,SONG Shuang~3 (1.College of Architecture Engineering,Shanghai Normal University,Shanghai 201418,China;2.Shanghai Research Institute of Building Sciences,Shanghai 200032,China;3.Shandong University,Jinan 250013,China);Application of ANSYS in nonlinear analysis of prestressed concrete structure[J];Sichuan Building Science;2006-01
9 ZHAO Zhi-ping,CHANG Jian-li,YANG Xiao-guang (Hebei Industrial Vocational and Technical College,Shijiazhuang 050091,China);Analyzing the anti-bending function of RC beams strengthened with bottom bonded CFRP[J];Sichuan Building Science;2006-01
10 LI Bin,SUN Zhen (Department of Civil Engineering,UIST Baotou,Baotou 014010,China);Aseismatic behavior research of RC coupled shear walls supported by frame[J];JOURNAL OF BAOTOU UNIVERSITY OF IRON AND STEEL TECHNOLOGY;1999-04
【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 Sun Zhiguo Wang Dongsheng(Institute of Road and Bridge Engineering,Dalian Mariti me University Dalian 116026)Si Bingjun(School of Civil & Hydraulic Engineering,Dalian University of Technology Dalian 116024);RESEARCH ON THE FINITE ELEMENT MODEL OF BRIDGE PIERS UNDER MONOTONIC LOADING[J];Industrial Construction;2008-S1
2 SI Linjun LI Guoqiang SUN Feifei(Department of Building Engineering,Tongji University,Shanghai 200092,China);Study on Validity of Two Spring Model for Reinforced Concrete Shear Walls[J];Structural Engineers;2008-04
3 Liu Xixin1,Chang Chunwei1,Li Haichao1,Song Yong1,2,Yu Xingtao3(1.Military Transportation Department,Military Transportation University,Tianjin 300161,China; 2.Military Representation Office in Harbin Railway Administrative Bureau,Harbin 150000,China; 3.Military Representation Office in Guiyang Railway Administrative Bureau,Guiyang 550000,China);Research on Fast Detection and Evaluation Technology of Bridge Load-carrying Capacity for Military Traffic and Transportation Service[J];Journal of Military Transportation University;2011-03
4 WANG Suyan1,LIU Fei2,HE Huanan1,YU Wenhua1(1.Faculty of Infrastructure Engineering Dalian University of Technology,Dalian China,116023;2.Jiangsu Transportation Research Institute Ltd,Co.,Nanjing China,210017);An Experimental Study on Damaged Reinforced Concrete Pipeline Strengthened by Fiber Reinforced Plastics[J];Journal of Shenyang Jianzhu University(Natural Science);2010-02
5 LI Guoqiang1,2,CUI Daguang1,3(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;3.Architectural Design and Research Institute of Shanghai,Shanghai 200092,China);Cyclic Performance of Structure of Shear Wall Supported by Frame and Practical Approach for Elastoplastic Displacement[J];Journal of Tongji University(Natural Science);2008-08
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Nie Jianguo;Yu Zhiwu (Tsinghua University) (Changsha Railway University);RESEARCH AND PRACTICE OF COMPOSITE STEEL-CONCRETE BEAMS IN CHINA[J];;1999-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved