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《Sichuan Building Science》 2010-01
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Error analysis of ribbed arch bridge construction simulation

TIAN Weifeng1,2,ZHOU Shuixing2,MEI Gaiwei2(1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.School of Civil Engineering and Architecture,Chongqing Jiaotong University,Chongqing 400074,China)  
The general simulation methods of the rib arch bridge cable hosting and the calculation error results in deactivate elements' "virtual displacement" was introduced briefly.With a rib arch bridge construction simulation analysis,the causes of the error and "virtual displacement" amendment was pointed out.And the amendment can be satisfied with the results.The research fruits provided reference for bridge construction simulation.
【Fund】: 重庆市交委重点科研项目(WFKY-003-40117)
【CateGory Index】: U445.4
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1 JIN Guang-qian~1 LIANG Yuan~2 WU Xiao-jun~1 ZHOU Zhao-peng~1 (1.PLA University of Science and Technology,Nanjing 210007,China; 2.Unit 73669 of PLA,Nanjing 211131,China);FINITE ELEMENT ANALYSIS ON BENDING CHARACTERISTICS OF CONCRETE BEAMS REINFORCED WITH C/G HFRP BAR[J];Fiber Reinforced Plastics/Composites;2008-06
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