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《China Journal of Highway and Transport》 2003-01
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Step-by-step arithmetic for the reasonable finished dead state of the concrete cable-stayed bridges

YAN Dong huang 1, LI Xue wen 1, LIU Guang dong 2, YI Wei jian 2 (1 Department of Bridge and Structure Engineering, Changsha Communications University, Changsha 410076, China; 2 School of Civil Engineering, Hunan University, Changsha 410082, China)  
The step by step arithmetic for the reasonable finished dead state of the concrete cable stayed bridges is proposed on basis of minimum bending energy method, influence matrix method and stress balancing method. The basic ideology is: at first, deciding initial dead state using minimum bending energy method; then deciding the reasonable prestressing quantity in the main beam and the relative reasonable limits of dead moments using stress balancing method;in the last, the reasonable finished dead state of the total structure is determined by influence matrix method, considering the equality requests of cable forces,the bending demands of the main beam and towers, the requests of the supporting forces of side piers or assistant piers etc.
【Fund】: 高等学校骨干教师资助计划项目 [教技综字 2 0 0 0 -6]
【CateGory Index】: U448.27
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【References】
Chinese Journal Full-text Database 10 Hits
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9 HUANG Feng1,ZHANG Fangfang2(1.Central and Southern China Municipal Engineering Design & Research Institute,Wuhan Hubei 430074,China; 2.School of City,Wuhan University of Science and Technology,Wuhan Hubei 430083,China);Optimization on Cable Tensions of Completed Cable-stayed Bridge with Mixed Stiffening Girders Considering Dead and Live Loads and Moment at Junction Section[J];公路交通科技;2012-10
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【Citations】
Chinese Journal Full-text Database 3 Hits
1 YAN Dong huang 1, LI Xue wen 2, LIU Guang dong 1, YI Wei jian 1 (1 Department of Highway and Bridge Engineering, Hunan University,Changsha 410082, China; 2. Department of Highway and Bridge Engineering,Changsha Communications College,Changsha;Deciding the reasonable finished dead state of the main beam of Cable-stayed bridges using stress balanced method[J];中国公路学报;2000-03
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Yan;Shanxi Transportation Research Institute;;Reasonable Completed State for Cable-stayed Bridge with Steel Box Girder Based on Newton Method[J];武汉理工大学学报;2015-05
2 DAI Jie;QU Jun;QIAO Jiangang;QIN Fengjiang;School of Highway, Chang'an University;CCCC First Highway Consultants Company Limited;Tianjin Municipal Engineering Design & Research Institute;;Optimization Analysis of Reasonable Completion State for Cable-stayed Bridge with Hybrid Girder Based on Active Set Method[J];科技导报;2014-34
3 Chen Hongbing;Zhang Xinpeng;Zhang Jiali;Quan Huizhen;Zhao Chenghao;Li Jingwei;;Feasibility Research of Interval Hanging Plan for Cable Stayed Bridge[J];市政技术;2014-04
4 ZHAO Hu;PU Qianhui;School of Civil Engineering,Southwest Jiaotong University;;Mechanical characteristics of tied-arch bridge under structural defects and traffic increase[J];重庆大学学报;2014-06
5 HE Xu-hui;YANG Xian-kang;ZHU Wei;School of Civil Engineering,Central South University;National Engineering Laboratory for High Speed Railway Construction;;Practical Algorithm for Optimization of Cable Forces in Completion of Steel Truss Girder Cable-stayed Bridges[J];铁道学报;2014-06
6 DU Lei;YAN Quan-sheng;School of Civil Engineering and Transportation,South China University of Technology;;Influence matrix method to determine the rational dead load state of cable-stayed bridge[J];山西建筑;2014-06
7 Tian Yuan Yang Haixia(College of Mechanics & Materials,Hohai Univ.,Nanjing 210098,China);Recent Development of Optimization Theory and Methods for Bridge-completing Cable Force of Cable Staged Bridge[J];三峡大学学报(自然科学版);2013-02
8 DAN Danhui,YANG Tong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Automatic Cable Force Adjustment for Cable Stayed Bridge Based on Influence Matrix and Particle Swarm Optimization Algorithm[J];同济大学学报(自然科学版);2013-03
9 SUN Li-song1 HENG Zhen-qi2(1.Shanxi Chengda Highway Survey and Design Limited Company,Taiyuan 030006,China; 2.Shaanxi Traffic Planning and Design Institute,Xi'an 710068,China);The application of TDV RM2006 in long-span cable-stayed bridge structural analysis[J];山西建筑;2013-09
10 MA Guang (The Third Railway Survey and Design Institute Group Corporation, Tianjin 300142, China);Optimum Study on the Cable Force of Arch-beam Composite Structure in Finished State Based on GA[J];高速铁路技术;2013-01
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 DAI Jie;QU Jun;QIAO Jiangang;QIN Fengjiang;School of Highway, Chang'an University;CCCC First Highway Consultants Company Limited;Tianjin Municipal Engineering Design & Research Institute;;Optimization Analysis of Reasonable Completion State for Cable-stayed Bridge with Hybrid Girder Based on Active Set Method[J];科技导报;2014-34
2 SU Jian-nan (China Merchants Chongqing Transport Research & Design Institute Co.,Ltd.,Chongqing 400067,China);Study of Rational Completed Bridge State of North Main Bridge of Xiazhang Sea-Crossing Bridge[J];桥梁建设;2013-04
3 Fu Qiang,Li Yanqiang(Department of Engineering Mechanics,Shijiazhuang Tiedao University,Shijiazhuang 050043,China);Forward-back Optimization Method for Determining Construction Cable Force of Cable-stayed Bridge[J];石家庄铁道大学学报(自然科学版);2012-03
4 LI Dong,ZHU Wei-zhi,ZHANG Zhe(Modern Engineering Test Co.,Ltd.,Dalian University of Technology,Dalian 116024,China);Optimization and Control of Tensioning of Cables of Cable-Stayed Bridge with Double-Set Arch Pylons[J];桥梁建设;2012-04
5 WAN Shu-min(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Application of Unstressed State Control Method in Parallel Construction of Cable-Stayed Bridge[J];世界桥梁;2012-04
6 Ouyang Jin,Zeng Tianbao;Determination on Reasonable Finished State of Long-span Composed Beam Cable-stayed Bridge[J];城市道桥与防洪;2011-07
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8 REN Zhi-gang1,LIU Wei-jun1,DU Xiao-yong2,XU Peng2,LU Zhe-an1(1.School of Civil Engineering and Architecture,Wuhan University of Technology,Wuhan 430070,China;2.China Construction(Henan) Infrastructure Development Co.,Ltd.,Zhoukou 466000,China);Calculation Methods of Two-Time Cable Force Adjustment for Cable-Stayed Bridges at Construction Stage[J];桥梁建设;2011-03
9 WANG Fu-chun1,2,LIANG Li1,LI Xin1(1.Research Institute of Civil Engineering,Northeastern University,Shenyang 110004,China;2.Shenyang Municipal Engineering Design and Research Institute,Shenyang 110015,China);Study of Cable Force Determination for Completed Bridge of a Concrete Cable-Stayed Bridge with Kinked Pylons[J];桥梁建设;2011-01
10 ZHU Zhang-feng1,GUO Zheng-xing1,LIU Li-jun2(1.Southeast University,Nanjing,Jiangsu 210096,China;2.The First Engineering Co.Ltd,the CCCC Third Highway Engineering Co.Ltd,Beijing 100102,China);Analysis of Structural Performance of(90+180+90)m Continuous Beam and Arch Combined Bridge of Beijing-Shanghai High-speed Railway[J];铁道工程学报;2011-01
【Secondary References】
Chinese Journal Full-text Database 9 Hits
1 ZHANG Xiedong;WANG Jinzhi;GUO Junfeng;School of Transportation,Wuhan University of Technology;Wuhan Municipal Engineering Research and Design Institute CO.LTD;;Study on the Determination of the Reasonable Finished State for Composite Girder Cable-stayed Bridge[J];武汉理工大学学报(交通科学与工程版);2015-05
2 Zhang Rongling;Yang Zijiang;Hui Bing;Zhang Shaohua;School of Civil Engineering,Lanzhou Jiaotong University;China Railway 21st Bureau Group 4th Engineering Co.Ltd.;;Experimental study on cable tension of wire tendon and HDPE with rigid-flexible coupling vibration[J];华中科技大学学报(自然科学版);2015-08
3 LI Jun-xin;HUAI Hua-feng;HUANG Jin-shan;WANG Quan-feng;Xiamen Institute of Technology,Huaqiao University;China Highway Engineering Consulting Corporation;Wuhan Zhongzi Highway and Bridge Design Institute Co.,Ltd.;;Overall Design of Cable-Stayed Bridge of Yuejiang Bridge with Sail-Shaped Pylons[J];世界桥梁;2015-04
4 LI Yan;Shanxi Transportation Research Institute;;Reasonable Completed State for Cable-stayed Bridge with Steel Box Girder Based on Newton Method[J];武汉理工大学学报;2015-05
5 LIU Zhen-biao;SHI Zhou;LUO Shi-dong;YAO Chao-yi;ZENG Jia-hua;China Railway Siyuan Survey and Design Group Co.,Ltd;School of Civil Engineering,Southwest Jiaotong University;;Force Analysis and Experimental Study of Steel Anchor Box in Girder of Railway Hybrid Girder Cable-Stayed Bridge[J];桥梁建设;2015-02
6 YAO Ya-dong;YANG Yong-qing;LIU Zhen-biao;PU Qian-hui;SHI Zhou;School of Civil Engineering,Southwest Jiaotong University;China Railway Siyuan Survey and Design Group Co.,Ltd.;;Finite Element Analysis of Steel and Concrete Joint Section of Railway Hybrid Box Girder Cable-Stayed Bridge[J];桥梁建设;2015-01
7 ZHANG Rongling;WANG Qicai;MA Lina;DAI Jinpeng;School of Civil Engineering,Lanzhou Jiaotong University;;Practical Formula for Cable Force of Hinged Suspender Considering the Coupling Effect of Moment of Inertia and Shear Deformation[J];中国铁道科学;2014-05
8 JIANG Tao;CHEN Liang;ZHANG Zhe;QIU Wen-liang;School of Civil Engineering,Dalian University of Technology;Design Institute of Civil Engineering and Architecture of Dalian University of Technology;Department of Urban Construction Management and Administrative LawEnforcement,Dalian Puwan New District;;Determination of Rational Completed Bridge State of Cable-Stayed Bridges Based on Stress Feasible Domain Method[J];世界桥梁;2014-03
9 LIU Xu-zheng1,ZHANG Chun-rong2,GAO Jian-ping1 (1.Engineering Research Center of Railway Environmental Vibration and Noise,Ministry of Education, East China Jiaotong University,Nanchang Jiangxi 330013,China; 2.Jiangxi Provincial Communications Design Institute,Nanchang Jiangxi 330002,China);Adjusting Calculation of Cable Force of Support Cast-in-place Tied Arch Bridge[J];公路交通科技;2013-06
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