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《Journal of Baotou University fo Iron and Steel Technology》 1989-01
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THE EXPERIMENTAL STUDY OF REINFORCED CONCRETE PORTAL FRAMES UNDER RERIPHERAL LOADING

Shi Jianguang Zhao Guangyi  
Through the testiog of 4 reinforced Concrete portal frames under peripheral loading,the moment redistribution degree,the axial force influence on the limit loading and the behaviour of frame after adjustment of elastic moment were investigated.The results have shown that if axial force action is not considered the limit loading would be underestimated above 28% In this paper,the full—range inelastic analysis of frames has been done In whlch the influence of the bond—slip of reinforcement in joint zone,joint stiffness and axiac force action were considered
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【References】
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1 Shi Jianguang Zhao Guangyi;CALCULATION OF THE LIMIT LOAD OF REINFORCED CONCRETE FRAMES THROUGH THE LINEAR PROGRAMMING METHOD[J];Journal of Baotou University fo Iron and Steel Technology;1990-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Cai yuan,WU Min shun,SUN Heng jun (Research Institute of Structural Engineering and Disaster Proof,Tongji University,Shanghai 200092,China);Experimental research on the compressive strength and elastic modulus of grouted masonry[J];Building Science Research of Sichuan;2003-01
2 ZHENG Xiao-yan~1,WU Sheng-xing~2 (1.College of Civil Engineering,Nanjing Forestry University,Nanjing 210037,China;2.College of Civil Engineering,Hohai University,Nanjing 210098,China);Study on methods to establish constitutive relationships of the bond stress and relative slip[J];Sichuan Building Science;2006-01
3 GENG Yao-ming~1,LIU Wen-yan~2(1.Tongji Architecture Design & Research Institute,Shanghai 200092,China;2.Shanghai Institute of Technology,Shanghai 200235,China);Experimental study on constitutive equations of CFC under compression[J];Sichuan Building Science;2006-02
4 CHEN Jing1,2,LIU Xila1(1.Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China;2.College of Civil Engineering,Nantong University,Nantong 226007,China);Bond-slip constitutive model of corroded reinforced concrete member[J];Sichuan Building Science;2008-04
5 YU Qiubo1,2,LIU Lixin1,XIE Lili2,HU Dandan 1,FENG Hui2(1.School of Civil Engineering,Zhengzhou University,Zhengzhou450002,China;2.Synthetical Design and Research Academy of Zhengzhou University,Zhengzhou450002,China);Experimental research of the pre-stressed concrete structure behavior with HRB500 steel bars[J];Sichuan Building Science;2009-01
6 LI Hong1,LIU Boquan1,WU Tao1,MA Hongbao2 ( 1. School of Architectural Engineering,Chang'an University,Xi'an 710061,China; 2. Gansu Urban Planning and Design Institute,Lanzhou 730000,China);Failure mechanism study on the bond-slip between T section steel and concrete in SRC structures[J];Sichuan Building Science;2010-05
7 ZHAO Jing1,CAI Jianlin2 ( 1. Department of Civil Engineering,Huaiyin Institute of Technology,Huai'an 223001,China; 2. Department of Civil Engineering,Jiangsu University,Zhenjiang 212013,China);Torsion calculation for the new type of steel-encased concrete composite beams[J];Sichuan Building Science;2010-05
8 XIE Xinying,YIN Xinsheng(Institute of Civil Engineering,Jilin Architecture and Civil Engineering Iinstitute,Changchun 130021,China);Research of theory and test on cable-beam structure systems in prestressed concrete[J];Sichuan Building Science;2011-06
9 XIA Chengjian1,SONG Xiaobing2(Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China);The deflection computational model of RC beams with localized deterioration of bond strength[J];Sichuan Building Science;2012-02
10 Han Bing(Dept. of Capital Construction);An Analysis and Discussion on the Calculation Method of the Flexural Bearing Capacity of the Circular CrossSection for the Bored Pile of the Slope Protection[J];JOURNAL OF ANSHAN INSTITUTE OF IRON AND STEEL TECHNOLOGY;1998-05
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1 Chen Yueshun Zhou Xiwu Wei Jun Xia Shanshan (School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, China) (School of Civil Engineering, Wuhan University, Wuhan 430072, China);Analysis of corrosive crack widths expansion on RC members[A];[C];2006
2 REN Qing-xin,SUN Ming-hai,JIA Lian-guang,LIU De-qing(School of Civil Engineering,Shenyang Jianzhu University,Shenyang 110168,China);STUDY ON CONICAL HOLLOW STEEL TUBE-REINFORCED CONCRETE LAMINATE STUB COLUMNS SUBJECT TO AXIAL COMPRESSION[A];[C];2012
3 Fu Jur Shanghai Tunnel Engineering Co.,Ltd., 200086,Shanghai,China;Protective Measurement for Ultra-deep Pit Construction Environment[A];[C];2010
4 LIU Tao , LIU Guo-bin , WU Xiao-jiang (Department of Geotechnical Engineering , Tongji University, Shanghai 200092, China);Study on Approximate Method for Calculating Bending Moment Based on SMW Lateral Deformation[A];[C];2005
5 NIE Jian-guo XIONG Hui FAN Jian-sheng ZHOU Jian-jun (Department of Civil Engineering,,Tsinghua University,Beijing 100084,China,Electrical Power Disign Institute of North China,Beijing 100011,China);Analysis of composite steel-concrete beams subjected to torsion[A];[C];2001
6 LIU Wei HAN Lin-hai (College of Civil Engineering and Architecture, Fuzhou University Fuzhou 350002, China);Discussions on some issues of concrete-filled steel tubes subjected to local compression[A];[C];2003
7 BAI Guo-liang XU Ya-zhou (Institute of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China);Research on Moment-Curvature Hysteretic Relationship of Steel Reinforced Concrete[A];[C];2005
8 SONG Li~1.SHI Chuxian~2 (1 Department of Building Engineering,Tongji University,Shanghai 200092; 2.College of Civil Engineering,Hunan University,Changsha 410082);Study on Shear Behavior and Strength of Concrete Block Masonry[A];[C];2005
9 LU WeiRong,SHI Chuxian (College of Civil Engineering,HuNan University,ChangSha 412006);Analysis of Mechnical Performance for Fired Common Brick Masonry under Combined Shear and Compression Using ANSYS[A];[C];2005
【Co-references】
Chinese Journal Full-text Database 1 Hits
1 Ji Jin-biao Wang Chun-rui;A COMPUTER METHOD OF SEEKING THE ULTIMATE LOAD OF STRUCTURAL FRAMES[J];Journal of Tianjin University;1984-02
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