Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Anhui Institute of Architecture & Industry(Natural Science)》 2011-01
Add to Favorite Get Latest Update

Stress analysis of extradosed cable-stayed bridge at the stage of maximum twin cantilevers

YU Ya-hui,ZHANG Fei,XU Bin(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China)  
Based on a 22m wide,60m+100m+60m long extradosed cable-stayed bridge,general finite element analysis software ANSYS is applied to establish a three-dimensional finite model,and the professional finite element software Midas/Civil is applied to establish a plane one.Through comparative analysis of the stress result of three-dimensional and plane at the stage of maximum twin cantilevers,the characteristic of spatial stress is concluded.The conclusion above may give some instruction for engineers in designing and construction monitoring extradosed cable-stayed bridges.
【CateGory Index】: U448.27
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 1 Hits
1 JIANG Hua,WEI Tao-xian,XUE Zhi-sheng(School of Architecture and civil Engineering,Xihua University,Chengdu 610039 China);Analysis of Extra-dosed Cable-stayed Bridge during the Construction Period[J];Journal of Xihua University(Natural Science Edition);2011-06
【Citations】
Chinese Journal Full-text Database 3 Hits
1 TAO Hai1 XIAO Rucheng2(1.Architectural Design & Research Institute of Tongji University,Shanghai 200092,China;2.Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Study on Shear Lag for Main Girders of Concrete Cable Stayed Bridges[J];Structural Engineers;2008-05
2 Zhang Gang1) Wang Xinmin2) He Shuanhai1) (School of Highway,Chang′an University,Xi′an 710064)1) (Railway Institute of ShiJizhuang,Shijiazhuang 050043)2);Space Numeric Simulation of Concrete Box Bridge Cantilever Plate[J];Journal of Wuhan University of Technology(Transportation Science & Engineering);2007-03
3 CHEN Congchun~1,FU Gongfan~2,XIAO Rucheng~1(1.The Department of Bridge Engineering,Tongji University,200092,shanghai,China;2.The Transportation Institute of Yiwu City,322000,Yiwu,China);The Study on The Spatial Distribution of Extradosed Cable-stayed Bridge's Cable Force in Wide Box Girder[J];Journal of Central South Highway Engineering;2006-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YANG Xing-wang,ZHAO Lei,LI Qiao(School of Civil Eng.,Southwest Jiaotong University,Chengdu610031,China);Bearing capacity analysis of tied X-type arch bridge during construction[J];Building Science Research of Sichuan;2004-03
2 LIANG Hui-dong,ZHAO Ren-da (School of Civil Eng.,Southwest Jiaotong University,Chengdu 610031,China);Flexibility test of the steel-concrete composite deck[J];Sichuan Building Science;2006-01
3 REN Jian,ZHAO Renda,MAO Xueming(Civil Engineering College,Southwest Jiaotong University,Chengdu610031,China);Study of fatigue load spectrum for highway bridge[J];Sichuan Building Science;2007-01
4 GUO Fan,YANG Yongqing,JIA Shuyang (School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Inner force analysis of curved prestressed concrete rigid frame bridge with long-span and high piers[J];Sichuan Building Science;2009-06
5 GUO Fan,YANG Yongqing,JIA Shuyang(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Displacement analysis of curved prestressed concrete rigid frame bridge with long-span and high piers[J];Sichuan Building Science;2010-01
6 HUANG Nai-qing1,He Pei-xiang1,Ye Kuan-you2(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;2.Xiamen branch of Southwest Jiaoda Civil Engineering Design CO,Ltd,Ximen 361012,China);Application of Space Grillage Model in Multi-Cell Box-Girder[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-01
7 WANG Lei1,2,LI Chuan-xi1(1.School of Civil Engineering and Architecture,Changsha University of science and technology,Changsha 410076,China;2.Anhui Communications Vocational &Technical College,HeFei,230051,China);Study on calculation method of cable curve and internal force for long-span suspension bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-03
8 XU Feng1,WANG Lei1,2(1.Anhui Communications Vocational &Technical College,HeFei,230051,China;2.School of Civil Engineering and Architecture,Changsha University of science and technology,Changsha 410076,China);Creep Effect Analysis for Small and Medium-Sized Span Concrete Continuous Girder Bridges[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2011-03
9 Chen Gang(China Railway No.1 Survey and Design Group Co.,Ltd,Xi'an 710043,China);Temperature Stress on Lateral Frame of Continuous Beam for Ballastless-track Railway Bridge[J];Anhui Architecture;2009-04
10 ZHOU Lin-yun,WAN Shui(School of Transportation,Southeast University,Nanjing 210096,China);SECTION DESIGN AND STRUCTURE ANALYSIS OF GFRP BRIDGE DECK[J];Fiber Reinforced Plastics/Composites;2011-05
China Proceedings of conference Full-text Database 10 Hits
1 ZHOU Lin-yun,WAN Shui (School of Transportation,Southeast University,Nanjing 210096,China);SECTION DESIGN AND STRUCTURE ANALYSIS OF GFRP BRIDGE DECK[A];[C];2011
2 Ge Yun (Jiangsu Provinical Transportation Research Institute, Jiangsu Nanjing 210017);Simply-Supported Steel-Concrete Composite Girders Bridge Desgin[A];[C];2009
3 NIU Yan-wei SHI Xue-fei RUAN Xin (Bridge Engineering Department of Tongji University,Shanghai 200092,China);ANALYSIS OF MEASURED SUSTAINED DEFLECTION TO A LONG-SPAN PRESTRESSED CONCRETE BEAM BRIDGE[A];[C];2007
4 LU Chunyang Su Qingtian HUANG Shengfu (Dep.of Bridge Engineering,Tongji University,Shanghai 200092);Comparison of Concrete Creep Analysis Methods In FEM Simulation[A];[C];2009
5 Su Qingtian,Wang Wei (Department of bridge engineering,Tongji University,Shanghai,200092);Studies on effective width of continuous composite beam of arch bridge[A];[C];2010
6 ;Analysis of Different Structural Arc Tower Plan and Concrete Tower Temperature Gradient Effect of Self-anchored Suspension Bridge[A];[C];2006
7 Sun Ying Zhuo weidong Fang zhenzheng (College of Civil Engineering,Fuzhou University,Fuzhou Fujian 350002);Literature Review of Seismic Study for Curved Girder Highway Bridges[A];[C];2009
8 SUN Yan, ZHANG Qi-wei, HU Ming-min ( Department of Bridge Engineering, Tongji University, Shanghai 200092, China; Mechanical Center, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China);Fatigue Estimation and Monitor of Highway Steel Bridge Structure[A];[C];2006
9 DONG Chun-yan, LUO Shi-dong, LEI Jun-qing ( School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; The Fourth Reconnaissance Designing Institut of Ministry of Railways, Wuhan 430063, China);Comparing and Study on the Joint Section' s Connect Modes of Hybrid Girder of Self-Anchored Suspension Bridge[A];[C];2006
10 GUO Yan-lin,LIU Xue-wu,ZHANG Qing-lin,LIU Lu-yu,DOU Chao (Tsinghua University,Beijing 100084,China);Study and Application of Mechanical Problems During Construction Process of Complex Steel Structures[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 LIU Feng-kui , LIN Peng-zhen , CHEN Quan , LIU Shi-zhong (School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070 China);INVESTIGATION OF CHARACTERISTIC PARAMETERS OF CABLE-STAYED BRIDGE WITH LOW TOWERS[J];Engineering Mechanics;2004-02
2 CHEN Cong-chun~1,XIA Ju-hua~2,XIAO Ru-cheng~1,HE Peng~1 (1.The Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.China Municipal Engineering Central South Research and Design Institute,Wuhan 430010,China);Design and Analysis of An Extradosed Cable-stayed Bridge with a Wide Deck and Single Pylon[J];Highway;2006-05
3 XIANG Mu-sheng~1,LU Wei~1,ZHU Hong-ming~2,ZHOU Da-hua~3 (1.Wuhan University of Technology, HubeiWuhan430063,China; 2.Highway and Bridge Corporation of Hubei Province, HubeiWuhan430056,China; 3.Xiang-shi Express Construction Headquarters of Hubei Province, Hubeishiyan432000, China);Process Control Technology During Cast-in-place Cantilever Construction in Long Span Prestressed Concrete Continuous Beam Bridge[J];Journal of Highway and Transportation Research and Development;2004-01
4 CHEN Cong-chun~1,ZHOU Hai-zhi~2,XIAO RU-cheng~1(1.Department of Bridge Engineering,Tongji University,Shanghai 200092,China;2.ArchitecturalDesign and Research Institute,Tongju University,Shanghai 200092,China);Recent Research Advancement of Extradosed Cable-Stayed Bridge[J];World Bridges;2006-01
5 Zhang Hui Hu Shigeng Postgraduate; Dept. of Math., HUST, Wuhan 430074, China.;Analysis of Boundary Condition for GM(1,1) Model[J];Journal of Huazhong University of Science and Technology;2001-04
6 LI Xiaoli XIAO Rucheng (Tongji University, Shanghai 200092);Mechanical Behavior Analysis and Design Experience of Low-pylon Cable-stayed Bridge[J];Structural Engineers;2005-04
7 ZHANG Wei1 , JIN Hong-lei1 , CHENG Shi2 , FAN Yu-Liang3 (1. ChangChun Municipal Engineering Design and Research Institute, ChangChun, 130041, China; 2.School of Civil Engineering, Shenyang Jianzhu University, ShenYang 110168, China; 3.China Railway 9th Bureau Group co., ltd. ShenYang 110013, China);Mechanical Behavior Analysis and line shape and engineering quality control of Low-pylon Cable-stayed Bridge[J];China Construction Education;2008-02
8 YAN Ming (Shenzhen Fushui Town Construction Design Institute, Shenzhen 518000, Guangdong, China);On the concept design and structural design on sectional cable stayed bridge[J];Technology & Economy in Areas of Communications;2006-03
9 LUO Ting(South China University of Technology,Guangzhou 510640,P.R.China);Short Tower Cable-stayed Bridge Static Load Experiment Analysis[J];Science Technology and Engineering;2011-32
10 DONG Li-na(Inspection & Testing Center,Hebei Provincial Communications Planning and Design Institute,Shijiazhuang 050091,China);Analysis on Control Parameter of Low-Pylon Cable-Stayed Bridge Construction[J];Transportation Standardization;2011-16
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 LUO Qi Zhi 1,WU You ming 2(1.Dean's office, Foshan University, Foshan 528000,China;2.Mathematics Department,Foshan University, Foshan 528000,China);Comments and prospect on the theories of the shear lag in thin-walled box girders[J];Journal of Foshan University(Natural Science Edition);2001-03
2 CHENG Xiang-yun 1LI Li-feng 1,WANG Bin 2,YANG Zheng-Yu 3 (1. Hunan University,Changsha 410082, China; 2. Wuhu Municipal Highway Administration Bureau, Wuhu 241001, China; 3. Beijing Jianda Highway and Bridge Consultant Co., Beijing 100101, China)$$$$;Effective Distribution Width Concerning Cantilever Plate with Linearly Varying Depth[J];Highway;2002-11
3 WAN Zhen1,LI Qiao2(1.School of Civil & Architecture Engineering,Wuhan University,Hubei Wuhan 430072,China;2.School of Civil Engineering,Southwest Jiaotong University,Sichuan Chengdu 610031,China);Theoretical Analysis of Shear-lag Effect of Modern Cable-stayed Bridge with Different Cross Sections[J];Journal of Highway and Transportation Research and Development;2007-02
4 Wang Junli He Shuanhai (Key Laboratory for Bridge and Tunnel of Shaanxi Province,Chang′an University,Xi′an 710064);Design Parameters and Stability Analysis of Long-span Curve Rigid Frame Bridge with High Piers[J];Journal of Wuhan University of Technology;2005-05
5 WU Wen qing 1, YE Jian shu 1, YANG Xiao zhong 2, JIANG Zheng guo 1, LI Hong jiang 1 (1. Jiaotong Institute, Southeast University, Nanjing 210089, China; 2. Engineer Institute, the Chinese People's Liberation Army University of Science and Eng;Discussions about the Existing Problems of the Theoretical Studies on Shear Lag Effect of Thin-walled Box Girder[J];Bridge Construction;2001-06
6 HAN Da-jian, LIANG Li-nong, XU Yu-feng, SU Cheng (Department of Civil Engineering, College of Architecture, South China University of Technology, Guangzhou 510640, China);Finite Element Simulation Analysis of Zhujiang River Bridge[J];Bridge Construction;2004-03
7 WEI Cheng long 1, ZENG Qing yuan 1, LIU Xiao yan 2 ( 1School of Civil and Architectural Engineering, Changsha Railway University, Changsha 410075, China; 2Changsha Communications College, Changsha 410007, China);Warping displacement function and finite element method for calculation of shear lag effect in box girder[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;2000-05
8 Cheng Xiangyun Luo Qizhi (Hunan University);SHEAR LAG OF BOX GIRDERS UNDER COMBINED BENDING AND AXIAL LOADING[J];China Civil Engineering Journal;1991-01
9 Xu Wei Li ZhiZhang Xiaoning(Harbin Institute of Technology)(South China University of Technology);APPLICATION OF SUBMODELING METHOD FOR ANALYSIS FOR DECK STRUCTURE OF DIAGONAL CABLE-STAYED BRIDGE WITH LONG SPAN[J];China Civil Engineering Journal;2004-06
10 LI Hong-jiang~(1,2), YE Jian-shu~2, WAN Shui~2, QIAN Pei-shu~2, JIANG Zheng-guo~2(1. Highway Research Institute of M.O.C., Beijing 100088, China; 2. School of Transportation, Southeast University, Nanjing 210096, China);Experimental research on prestressed concrete box girderwith corrugated steel webs[J];China Journal of Highway and Transport;2004-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved