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《Engineering Mechanics》 2014-11
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CHEN Xu;ZHOU Dong-hua;ZHANG Sheng-ping;WANG Peng;LI Long-qi;Construction Engineering College, Kunming University of Science and Technology;City College, Kunming University of Science and Technology;  
On the assumption of a plane section and an ideal elasto-plastic model of steel, parameters such as the height coefficient of a pure bending compression zone and a plastic zone are constructed. The relationship between internal force and strain is analyzed on rectangle and I-shape steel sections. The corresponding strain change area is obtained. Only by using the tension and pressure edge strains as the independent variables, the analytical expressions are established, including all parameters, variables and the analytical moment-axial force expression at the ultimate condition of elasticity, unilateral and bilateral plasticity. Axial force-moment-–curvature curves with fixed axial force and with fixed curvature, and moment-axial force interaction curves are set up by an inverse method. These curves illustrate the relationship and whole change process of axial forces, moments and curvatures.
【Fund】: 国家自然科学基金项目(51468026 51268022);; 国家青年科学基金项目(51308269);; 云南省教育厅基金项目(2013Y313)
【CateGory Index】: TU313
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Chinese Journal Full-text Database 10 Hits
1 YANG Fei (WISDRI Engineering &Technology Co.,Ltd.,Wuhan 430223,China);The Semi-analytical Testing Method of Rigid Connection Joint in the prestressed steel structure[J];Supervision Test and Cost of Construction;2011-06
2 SHEN Shao feng(Wuxi Radio Industry School,Wuxi,214061);A Type of Description and Formula to Determine Point-Stress[J];Structure & Environment Engineering;2001-03
3 WU Tian-jian(The 41st Research Institute,The Sixth Academy of CASC,Huhehot 010010,China);Calculation and test of intensity and strength for Joint airproof structure at Front and back junction of Fiber wraped shell structure[J];Structure & Environment Engineering;2009-02
4 Wang Yan,Yang Wen-hui(School of Civil Engineering,Qingdao Technological University, Qingdao 266033);The Research of Effective Length for Columns in Semi-rigid Steel Frames Stability Analysis[J];Journal of Qingdao Institute of Architecture and Engineering;2004-04
5 WANG Lei,ZHANG Tong-bo(Qingjian Group Co.,Ltd.,Qingdao 26607,China);Design and Construction of the Steel Transformation Truss in the Pioneering Center Project in Qingdao High-Tech Zone[J];Journal of Qingdao Technological University;2010-05
6 DENG Chun-sen1,SHI Gang2,ZHANG Yong1,WANG Yuan-qing2,SHI Yong-jiu2 (1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China; 2.Key Lab of Civil Engineering Safety and Endurance of Educational Ministry,Tsinghua University,Beijing 100084,China);Comparison of Limiting Width-Thickness Ratios of Steel Columns in Sino-foreign Seismic Design Codes[J];Journal of Qingdao Technological University;2011-05
7 QU En1,QU Zhuo-yu2(1.College of Mechanical Engineering,Yanshan University,Qinhuangdao 066004,China;2.Qinhuangdao Shougang Plate co.,Ltd.,Qinhuangdao 066003,China);New Type of Green-maize Crusher with Disk Cutter[J];Light Industry Machinery;2009-05
8 Gao Hong, Li Qingxiang, Yan Puqiang (Department of Precision Instruments and Mechanology);Design and Accuracy Analysis of Submicron Positioning Flexure Fine Stage System[J];Journal of Tsinghua University(Science and Technology);1988-05
9 WANG Yu(CHALIECO Guiyang Aluminium-Magnesium Design and Research Institute);Pot shell swelling during pot start-up[J];Light Metals;2005-04
10 LI Hua,REN Jian-ying(Department of Engineering Mechanics,Shijiazhuang Railway Institute,Shijiazhuang 050043,China);Analysis of Shear Lag of Ribbed Slab Structure Under Combined Bending and Axial Loading[J];Bridge Construction;2005-04
China Proceedings of conference Full-text Database 10 Hits
1 Wang Haibin~1,Jiang Lili~2,Zhang Chen~1,Yang Gang~1 (1 Dalian Maritime University,Dalian 116026; 2 Harbin University of Science and Technology Harbin 150080);Stability Analysis of Steel Members Strengthened with Carbon Fibre Which Have Initial Defects[A];[C];2006
2 JIANG Bin~1 ZHU Zhao-quan~2 WU Shuang-lan~1 (1.Department of Civil Engineering,Hohai University,Nanjing Jiangsu 210098,China 2.China Beijing Architecture Design & Research Institute Co.,Ltd.Shanghai Branch,Shanghai 200065,China);The Analysis of Effective Length Factors of One-bay One-story Beam-column with no Lateral Displacement under Primary Bending Moment[A];[C];2010
3 TIAN Yi ZHOU Dong-hua (Civil Engineering Department of Kunming University of Science and Technology,Kunming 650024,China);Some discoveries about Eurocode 3 in checking local buckling[A];[C];2007
4 Sun Lu~(1,2),Liu Wan-cheng~1,Lin JUN-qi~1 (1.Institute of Engineering Mechanics,China Earthquake Administration Harbin 150080;2.Harbin University,Harbin 150086;3.Northeast Forestry University,Harbin 150040.4.Institute of Engineering Mechanics China Earthquake Administration,Harbin 150080);ANALYSIS AND APPLICATION OF DEFLECTION REPRESENTED IN TERMS OF GEOMETRICAL PARAMETERS FOR COMPRESSED BARS[A];[C];2011
5 LI Zheng-liang 1,2,YU Zhou 1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Lab of Chinese Education Ministry for Construction and New Technology of Mountain Cities,Chongqing University,Chongqing 400045,China);THE MODIFIED COEFFICIENT OF CALCULATED LENGTH FOR DOUBLE-ANGLE COMPOSITED CROSS-SECTION ECCENTRIC COMPRESSION MEMBER OF UHV TRANSMISSION TOWER[A];[C];2012
6 ZHAO Qiu 1,2(1.School of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China;2.Shenzhen Municipal Design & Research Institute Co.Ltd.,Shenzhen 518029,China);THE EFFECT OF WHOLE GEOMETRIC IMPERFECTION ON STABILITY BEARING CAPABILITY OF COMPRESSION U-RIB STIFFENED PLATE[A];[C];2012
7 Li Yun ~1,Zhang Tongyi~1,He Xiaohong~2,Wang Liqun~2 (1 China IPPR International Engineering Corporation,Beijing 100089,China; 2 Beijing Tsinghua-Andi Architects Consultants Ltd,Beijing 100084,China);Structure Design of the Canopy in Trade Center of the International Flower Expo in Beijing[A];[C];2009
8 LIN Yu-cheng (Beijing Andegu Scaffold Engineering Co.,Ltd.,Beijing 101302,China);Engineering Practice and Structure Selection of ADG Truss Moving Scaffold System[A];[C];2007
9 CAO Bao-zhu~(1,2) ZHANG Yao-chun~1 XU Hui~1 YU Hong-jun~1 1.Harbin Institute of Technology,Harbin,150090,China; 2 Jilin Architectural and Civil Engineering Institute,Changchun,130021;Ultimate Bearing Capacity of Slender Concrete Filled Thin-walled Steel Tube Columns[A];[C];2007
10 DENG Changgen ZHOU Jiang(Department of Building Engineering,Tongji University,Shanghai 200092,China);Analysis of Local Interactive Buckling of H-section Members and Web Height to Thickness Ratio Limit[A];[C];2012
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 NIE Jianguo 1, CHEN Lin 1, XIAO Yan 2(1. Department of Civil Engineering, Tsinghua University, Beijing 100084, China; 2. Department of Civil Engineering, University of South California, USA);Composite shear behavior of steel-concrete composite beams under sagging moment[J];Journal of Tsinghua University(Science and Technology);2002-06
2 QIAN Jiaru, CHENG Lirong, ZHOU Dongliang(Department of Civil Engineering, Tsinghua University, Beijing 100084, China);Behavior of axially loaded concrete columns confined with ordinary hoops[J];Journal of Tsinghua University(Science and Technology);2002-10
3 Teng Zhiming Zou Lixiang( Tsinghua University ) ( Shenzhen University );NONLINEAR FINITE ELEMENT ANALYSIS OF RG MEMBERS UNDER REVERSED CYCLIC LOADING[J];China Civil Engineering Journal;1996-02
4 Nie Jianguo;Yu Zhiwu (Tsinghua University) (Changsha Railway University);RESEARCH AND PRACTICE OF COMPOSITE STEEL-CONCRETE BEAMS IN CHINA[J];;1999-02
5 Nie Jianguo~(1) Wu Hong~(1) Zhou Jianjun~2 Fan Jiansheng~(1)(1.Tsinghua University,Beijing 100084,China;2.North China Power Engineering Co.,Ltd.,Beijing 100011,China);Experimental study and rigidity analysis on composite steel-concrete beams with openings in concrete flange[J];China Civil Engineering Journal;2006-02
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