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《Journal of Changchun University of Technology(Natural Science Edition)》 2013-01
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Simulation of a large structure unloading platform

SUO Xiao-yong1,JIN Lu2(1.College of Architecture and Engineering,Anhui Polytechnic University,Wuhu 241000,China; 2.Geophysical Survey & Remote Sensing Center in Henan Province,Zhengzhou 450000,China)  
Traditional design of the unloading platform,the connection between the side keel and the wire rope is simplified as a fixed hinged fulcrum,which may be unsafe in site.Here we the apply the finite element method to simulate the reality,and the results are compared with that of the traditional method.The traditional design is not suitable to the real situation,and some precautions of design and construction should be given.
【CateGory Index】: TU61
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 SHI Gang1,LIU Zhao2,ZHANG Yong2,WANG Yuan-qing1,SHI Yong-jiu1(1.Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);STUDY ON THE RELATIONSHIP OF LOCAL BUCKLING BEHAVIOR OF STEEL EQUAL ANGLE MEMBERS UNDER AXIAL COMPRESSION WITH THE STEEL STRENGTH[J];Engineering Mechanics;2012-08
2 YU Yan1,WANG Li1,JIA Kun-ning2(1.School of Materials Science & Engineering,Changchun University of Technology,Changchun 130012,China;2.College of Mechauical and Electrical Engineering,Changchun Institute of Technology,Changchun 130012,China);Numerical simulation of high strength bridge steel Q460q welding stress field[J];Journal of Changchun University of Technology(Natural Science Edition);2010-01
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【Co-citations】
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1 XU Guang-peng,ZHANG Wei-ming,XU Yang (Dept. of Petroleum Supply Engineering,LEU,Chongqing 400016,China);The Influence of the Amount of Deflection on the Elasticity Coefficient of the Wire Rope[J];Journal of Logistical Engineering University;2005-04
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