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《China Safety Science Journal》 2005-02
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Aseismic Connection of Steel Moment-resisting Frame with Opening on Beam Web

YANG Qing shan,Prof. (School of Civil Engineering & Architecture, Beijing Jiaotong University)  
The aseismic connection of steel moment resisting frame with opening on beam web is introduced. It is expected that the plastic hinge of the frame subject to severe earthquake generated on beam sections could be made far away from the connection, and pipe lines for water and gas supply could pass through the beam to improve the application efficiency of room space in residence buildings. The elastic plastic behaviors and design details are analyzed systematically, and the distributions of plastic area and sheer stress are discussed parametrically. Preliminary results show the design concept of the connection is theoretically reasonable and feasible in application to make the plastic hinge out of the connection and improve the application efficiency of the room space.
【Fund】: 国家自然科学基金资助(50278001)。
【CateGory Index】: TU391
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Chinese Journal Full-text Database 10 Hits
1 YANG Yinghua;WU Yanliang;School of Civil Engineering,Xi'an Univ.of Arch.& Tech.;;Hysteretic behavior of reduced beam section connections with stub tube reinforced web opening[J];西安建筑科技大学学报(自然科学版);2015-06
2 SU Mingzhou;JIN Fenghua;WANG Zhe;School of Civil Engineering,Xi'an Univ.of Arch.& Tech.;China Institute of Building Standard Design & Research Co.Ltd.;;Study on the mechanical behavior of assembly steel staggered truss structures with sleeve tube joint under vertical load[J];西安建筑科技大学学报(自然科学版);2015-06
3 Cheng Ding-rong1,Xu Zhong-gen1,Deng Chang-gen2(1.Faculty of Civil Engineering,Guangzhou University,Guangzhou 510006,China;2.Faculty of Structural Engineering,Tongji University,Shanghai 200092,China);Numerical Analysis of Beam-column Rigid Joints Transferring Forces Outside Steel Columns[J];工程抗震与加固改造;2012-04
4 JIA Lian-guang,SUN Hong-da,WANG Chun-gang(Civil Engineering College,Shenyang Jianzhu University,Shenyang,Liaoning 110168,China);EXPERIMENTAL RESEARCH ON SEISMIC BEHAVIOR OF CELLULAR STEEL FRAME[J];工程力学;2012-07
5 Jia Lianguang1 Li Hongchao2 Wu Yihong1,3 (1.Shenyang Jianzhu University,Shenyang 110168,China;2.Chian Academy of Building Research,Beijing 100013,China; 3.China Northeast Architectural Design & Research Institute Co.,Ltd.,Shenyang 110003,China);Experimental study of the behavior of beam-column connections of cellular steel frames under low-cyclic reversed loading[J];土木工程学报;2012-01
6 JIA Lianguang,SUN Hongda,LI Qingwen (School of Civil Engineering,Shenyang Jianzhu University,Shenyang,China,110168);Effect on Seismic Performance of Cellular Frame due to the Web Open Form[J];沈阳建筑大学学报(自然科学版);2011-04
7 JIA Lianguang,WANG Ruifeng(School of Civil Engineering,Shenyang Jianzhu University,Shenyang,China,110168);Analysis on Performance of the Beam-Column Node of Cellular Steel Frame[J];沈阳建筑大学学报(自然科学版);2011-03
8 ZHANG Yan-yu XIAO Bin;Research situation of reduced beam-to-column connection of steel moment-resisting frame[J];山西建筑;2011-03
9 Yang Na1 Chen Wei1,2 Peng Zhonghua1(1.Beijing Jiaotong University,Beijing 100044,China;2.CSCEC International,Beijing 100125,China);Influence factor analysis of seismic performance of steel moment connections with opening on beam web with composite effect[J];土木工程学报;2010-S2
10 He Yibin1 Huang Pin1 Leng Qiaojuan2 Xiao Alin1 Guo Jian1(1.College of Civil Engineering,Hunan University,Changsha 410082,China;2.College of Civil Engineering,Tongji University,Shanghai 200092,China);PARAMETER ANALYSIS OF STEEL REDUCED WEB CONNECTIONS AND STUDY ON THE FRAME ELEMENT STIFFNESS MATRIX[J];工业建筑;2010-05
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1 ZHAO Baocheng,YU Anlin,WANG Junliang,GU Qiang,LIU Lina(Jiangsu Key Laboratory of Structure Engineering,University of Science and Technology of Suzhou,Suzhou 215011,China);Experimental investigation of hysteretic behavior of RC frames filled with Y-steel brace[J];建筑结构学报;2013-08
2 Yang Na1 Ji Wanjin1,2(1.Beijing Jiaotong University,Beijing 100044,China; 2.The Third Railway Survey and Design Institute Group Corporation,Tianjin 300142,China);Experimental study on seismic behavior of connections with opening on beam web considering the composite effect[J];土木工程学报;2013-02
3 ZHAO Baocheng,YU Anlin,JIANG Sicheng,WANG Junliang (Jiangsu Key Laboratory of Structure Engineering(Suzhou University of Science and Technology),Suzhou 215011,China;);Experimental investigation of Y-eccentrically steel braced RC frames energy-dissipation[J];地震工程与工程振动;2013-01
4 ZHAO Baocheng,JI Mingming,GU Qiang,HE Ruoquan(Jiangsu Key Laboratory of Structure Engineering,University of science and Technology of Suzhou,Suzhou,China,215011);Experimental Investigation of Hysteretic Behavior of Passive Energy Dissipation Staggered Truss[J];沈阳建筑大学学报(自然科学版);2013-01
5 YANG Yu-cheng1,2,YU An-lin1,ZHAO Bao-cheng1(1.School of Civil Engineering,SUST,Suzhou 215011,China;2.EDRI,Suzhou 215011,China);Experimental Study on Reinforced Concrete Frames with Y-eccentrically Brace under Cyclic Loading[J];苏州科技学院学报(工程技术版);2010-02
6 YU You-sheng1, 2 , WANG Yan1 (1. Department of Civil Engineering, Qingdao Technological University, Qingdao 266033, China; 2. Department of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China);EXPERIMENTAL STUDY ON THE MECHANICAL PROPERTY OF REDUCED BEAM SECTION CONNECTIONS OF STEEL FRAMES[J];工程力学;2009-02
7 LI Bo,YANG Qing-shan,RU Ji-ping,YANG Na(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);INVESTIGATION ON ASEISMIC BEHAVIORS OF STEEL MOMENT RESISTING FRAME INCLUDING OPENING IN BEAM WEB[J];工程力学;2009-01
8 TONG Lewei1,SONG Taowei2,JIANG Bei3,WANG Jingyu3(1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.China Southwest Architectural Design and Research Institute,Chengdu 610081,China;3.East China Architectural Design and Research Institute Co.Ltd.,Shanghai 200041,China);Experimental and Numerical Study on Behavior of Steel Girders with Large Web Openings[J];同济大学学报(自然科学版);2008-08
9 LU Tiejian,HE Ziying,YU Zhiwu,XIAO Linhong(School of Civil Engineering and Architecture,Central South University,Changsha 410075,China);Experimental research on seismic behavior of SC beam to RC column connection[J];建筑结构学报;2008-01
10 LI Bo,YANG Qingshan,YANG Na,RU Jiping (School of civil Engineer and Architecture,Beijing Jiaotong University,Beijing 100044,China);Experimental research on aseismic behavior of steel moment-resisting frame with opening on beam web[J];建筑结构学报;2007-06
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LUO Lie;CAI Jiannan;ZHANG Heping;Department of Structural Engineering,Tongji University;Zhejiang Province Institute of Architectural Design and Research;;Improved calculation for normal stress in T-section of simply supported castellated steel beams[J];建筑结构学报;2016-S1
2 Li Ming;Zhao Ming;Wang Yuanqing;Yuan He;School of Civil Engineering,Shenyang Jianzhu University;Department of Civil Engineering,Tsinghua University;;Influencing Factors Analysis on P-△ Skeleton Curves of ATCFSST-SCB Interior Joint[J];特种结构;2016-02
3 JIA Lian-guang;DU Ming-kan;HUI Feng;XU Feng;School of Civil Engineering, Shenyang Jianzhu University;Shanghai MCC13 Construction Company Limited;Shenyang Branch of Architectural Design and Research Institute of HIT;;ANALYSIS OF SHEAR BEHAVIOR OF HEXAGON HOLE CELLULAR BEAM AND CELLULAR COMPOSITE BEAM[J];工程力学;2016-01
4 Dong Jianli;Wang Yan;School of Civil Engineering,Qingdao Technological University;;STUDY ON HYSTERETIC PERFORMANCE OF SPACE STEEL FRAME WITH DUCTILE JOINTS UNDER LOW CYCLIC LOADING[J];工业建筑;2015-12
5 Li Ming;Zhao Ming;Wang Yuanqing;Han Weichi;Shan Renliang;School of Civil Engineering,Shenyang Jianzhu University;Jangho Group Co.,Ltd;School of Mechanics & Civil Engineering,China University of Mining & Technology;Department of Civil Engineering.Tsinghua University;;Analysis of Mechenical Properties for ATCFSST-SCB Interior Joint[J];特种结构;2015-06
6 JIA Lianguang;WANG Zhe;LIU Yanfei;School of Civil Engineering,Shenyang Jianzhu University;;Influences of Hole Position on the Damage Form of Castellated Beam Column Joints[J];沈阳建筑大学学报(自然科学版);2015-05
7 XU Zhong-gen;LIANG Guang-xian;DENG Chang-gen;School of Civil Engineering,Guangzhou University;Department of Structural Engineering,Tongji University;;Parameter Analysis of Force-transforming Plates in Outside Steel Frame Joints with Location Axis Deviations[J];建筑科学与工程学报;2015-02
8 Jiang Shengyu;He Ruoquan;Feng Jin;Jiangsu Key Laboratory of Structure Engineering,Suzhou University of Science and Technology;Architects and Engineers Co. Ltd of Southeast University,Suzhou Branch;;RESEARCH OF THE COLLAPSE CRITERION OF MOMENT-RESISTING STEEL FRAMES[J];钢结构;2015-01
9 SHI Gang;ZHANG Hai-tao;HOU He-tao;CAI Jian-guang;LI Ya-ning;SUN Yi;WANG Hai-tao;Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering, Tsinghua University;Faculty of Civil Engineering and Hydraulic Engineering, Shandong University;SINOPEC Engineering Incorporation;;EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF FULL SCALE PETROCHEMICAL FURNACE STEEL STRUCTURE WITH WALL PANEL[J];工程力学;2014-12
10 Zheng Shufang;Su Yisheng;Zhang Wen;Li Qiliang;Xingjian College of Science and Liberal Arts,Guangxi University;College of Civil Engineering and Architecture,Guangxi University;Key Laboratory of Disaster Prevention and Safety Engineering in Guangxi;Guangxi Hualan Design & Consulting Group,Architectural Design Institute;;Experimental study on seismic performance of joints in the castellated portal frame of light-weight steel[J];建筑结构;2014-12
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