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《Railway Engineering Cost Management》 2011-03
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The Research on the Designing Schemes of the Continuously Welded Rails on the Anqing-Changjiang Bridge

Cao Long  
The Anqing-Changjing Bridge is a large-span cable-stayed steel truss bridge,and the continuously welded rails are laid on the bridge.Since,the large-span cable-stayed steel truss bridge has a complex structure,after the continuously welded rails are laid,the load will make the bridge a coupled system of towers,cables,girders,and rails.The mechanism of force transition of the continuously welded rails on such a bridge is more complicated than that on other bridges.By setting a coupled model of towers,cables,girders,and rails for a large-span cable-stayed bridge,this paper calculates and analyzes the longitudinal force of the continuously welded rails on the Anqing-Changjiang Bridge,compares several designing schemes,and proposes a feasible designing scheme for the structure of the continuously welded rails.
【CateGory Index】: U213.9;U443.312
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Chinese Journal Full-text Database 1 Hits
1 TANG Le,CHEN Xiu-fan,ZHU Wen-zhen(School of Civil Engineering and Architecture,Central South University,Changsha 410075,China);Study on calculating additional expansion and contraction forces between continuously welded rails and continuous beam bridge[J];;2005-04
Chinese Journal Full-text Database 10 Hits
1 ZHOU Shangmeng,LI Yadong(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Synthesis optimization algorithm applied to extradoses bridge[J];Sichuan Building Science;2010-04
2 ZHU Bing-bing 1, WU Ling 2 (1.Anhui Chaohu Highway Administration Bureau, Chaohu 238001, China;2.Anhui Huayun Design and Consult Co. LTD. ,Hefei 230061, China);Measure and control of cable-stayed bridge in the construction[J];Journal of Anhui Institute of Architecture;2005-02
3 Guo Yang1, Du Yongfeng2 (1.Anhui Research and Design Institute for Architectural Science, Hefei 230001, China; 2.School of Civil Engineering, Hefei University of Technology, Hefei 230009, China);Simulation Analysis of the Construction Supervision of the No.3 Paihe Bridge[J];Anhui Architecture;2006-04
4 Ni Shiyuan1,Xie Junpei2(1.Feixi Building Administration,Hefei 231000,China;2.Feixi Construction Bureau,Hefei 231000,China);Construction Control of No.3 Paihe Bridge of Feixi County[J];Anhui Architecture;2006-05
5 Xiao Zhiqun et al (School of Civil Engineering and Architecture, Central South University,Changsha 410075,China);Finite Element Analysis of the Temperature Stress on the Jointless Switch under Multi-working Conditions[J];Anhui Architecture;2009-02
6 LI Jia-wen, CHEN Feng, ZHANG Hai-yan, SHI Zhong-heng(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Study of the Move Distance Calculation Method[J];Journal of Northern Jiaotong University;2004-04
7 LIU Yan-feng,GAO Liang,FENG Ya-wei (School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China);Finite Element Analysis of Jointless Turnout on Bridge[J];Journal of Beijing Jiaotong University;2006-01
8 XIN Tao,GAO Liang,QU Jianjun(School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China);Dynamic Simulation Study on Wavelength of Track Irregularities in Raising Speed Railway[J];Journal of Beijing Jiaotong University;2010-06
9 Yang Huanhuan1 Wei Maolin2(1.Beijing Polytechnic College,Beijing 100042,China;2.Sichuan Chuangxiang Planning & Architectural Designing co.,LTD,Leshan Sichuan 614000,China);Finite Element Analysis and Research on Steel-concrete Joint Section of Hybrid Girder Cable-stayed Bridge[J];Journal of Beijing Polytechnic College;2009-03
10 LI Jiu-yang et al.(School of Civil Engineering,ChangchunInstitute of Technology,Changchun 130012,China);Mechanical analysis in designing inclined-pulling bracket for crossing river[J];Journal of Changchun Institute of Technology;2005-04
China Proceedings of conference Full-text Database 5 Hits
1 Zhan Sheng~1,Xu Youlin~1,Hong Xiaojian~1,Zhu ledong~2,Zhang Xiaohua~1 (1 Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China; 2 Department of bridge engineering,Tongji University,Shanghai,200092,China);Development of a Long Suspension Bridge Model for Structural Health Monitoring[A];[C];2009
2 HE Jun, ZHENG Da-wei, LEI Jun-qing ( School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; Department of Bridge Engineering, Tongji university, Shanghai 200092,China; China International Engineering Consulting Corporation, Beijing 100044,China);Research on Construction Cable Force and Configuration Control of Long-Span Cable-Stayed Steel Bridge[A];[C];2006
3 NIE Jian-guo~(1,2) LI Fa-xiong~(1,2) FAN Jian-sheng~(1,2) 1.Dept.of Civil Engineering,Tsinghua University,Beijing 100084,China; 2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing,100084;Study on effective width of concrete deck in composite cable-stayed bridge[A];[C];2007
4 YAN Hua~1 ZHAI Wan-Ming~2 LI Chun-Xia~1 LUO Zhen~2 (1.China Railway Eryuan Engineering Group Co.Ltd, Chengdu, Sichuan 610031, China; 2.Southwest Jiaotong University,Chengdu,Sichuan 610031,China);Analysis of Designing Concrete Supporting Layer of Bi-block Sleeper Track in Soil Foundation[A];[C];2008
5 LI Qiu-yi SUN Li YANG Yan-li(The Fourth Survey & Design Institute of China Railways,Wuhan,Hubei 430063,China);Research on the Additional Force and Deformation for Welded Turnout on Ballastless Track of Passenger Dedicated Line[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 7 Hits
1 XU Qingyuan,CHEN Xiufang,ZHOU Xiaolin,ZENG Zhiping(Civil Architectural Engineering College,Central South University ,Changsha 410075,China) ;Investigation on Mechanics Model of Additional Longitudinal Forces Transmission Between Continuously Welded Rails and Bridges[J];Journal of Changsha Railway University;2003-03
2 XU Qing-yuan, CHEN Xiu-fang (School of Civil and Architectural Engineering, Central South University, Changsha 410075, China);Additional longitudinal forces transmission between bridges and continuously welded rails with small resistance fasteners[J];Journal of Traffic and Transportation Engineering;2003-01
3 XIE Xiao hui CHEN Xiu fang (Civil Engineering College, Central South University, Changsha 410075, China);Study on computational models for expansion and contraction force of jiontless rail on bridge[J];Shanxi Architecture;2003-12
4 CAI Cheng-biao(Train & Track Research Inst., Southwest Jiaotong University, Chengdu 610031, China);Calculation of Additional Longitudinal Forces in Continuously Welded Rails on Supper-Large Bridges of High-Speed Railways[J];Journal of Southwest Jiaotong University;2003-05
5 YANG Meng-jiao 1,XING Jian-xin 2 (1 China Academy of Railway Sciences, Beijing\ 100081,China; 2 Beijing Railway Bureau, Beijing\ 100860,China);Investigation of Mechanics Model of Interaction between Bridge and Track[J];China Railway Science;2001-03
6 XU Qing-yuan, CHEN Xiu-fang (College of Architecture and Civil Engineering, Central South University, Changsha Hunan410075, China);Study on Additional Forces Transmission between Continuously Welded Rails and Continuous Beam Bridge[J];China Railway Science;2003-03
7 Jiang Jinzhou (China Academy of Railway Sciences);Additional Iongitudinal Forces in Continuously Welded Rails and Their Transmission on Railway Bridges[J];CHINA RAILWAY SCIENCE;1998-02
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