Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Structural Engineers》 2005-06
Add to Favorite Get Latest Update

Analysis of Mechanical Behavior on Concrete Pylon Steel-Anchor-Box in Cable-Stayed Bridge

SU Qingtian ZENG Minggen(Tongji University,Shanghai 200092)  
The structural form of concrete pylon steel-anchor-box has been applied in the anchorage zone of a large span cable-stayed bridge,because it has advantages of clear mechanical pattern and convenient construction.Two kinds of structural forms that were usually used in engineering were introduced and their spacial models based on Sutong bridge were established respectively.The mechanical results of different models were obtained and useful conclusions were provided after comparing the mechanical results.
【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 9 Hits
1 Zhai Huina, Wu Chong;Design of Level Bearing Performance Experiment Model for Cable Pylon Anchorage Zone of Yellow River No.3 Bridge in Jinan[J];Urban Roads Bridges & Flood Control;2008-03
2 SU Qing-tian , ZENG Ming-gen , WU Chong (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);EXPERIMENT STUDY ON STEEL-ANCHOR-BOX OF CABLE-PYLON IN SHANGHAI YANGTZE RIVER BRIDGE[J];Engineering Mechanics;2008-10
3 BAI Guang-liang,PU Qian-hui,XIA Zhao-guang(School of Civil Engineering,Southwest Jiaotong University,Chengdu Sichuan 610031,China);Analysis of 3D Finite Element Models for Concrete Pylon Steel-anchor-box in Long-span Cable-stayed Bridge[J];Journal of Highway and Transportation Research and Development;2008-08
4 ZENG Ming-gen,SU Qing-tian,WU Chong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Numerical Calculation of Stress Conditions of Anchorage Zone in Composite Pylon of Shanghai Changjiang River Bridge[J];Bridge Construction;2007-05
5 SU Qing-tian,ZHAI Hui-na,WU Chong (Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Model Test Study of Horizontal Load-Bearing Behavior of Anchorage Zone in Cable Pylon of the 3rd Ji'nan Huanghe River Bridge[J];Bridge Construction;2008-03
6 ZENG Ming-gen,SU Qing-tian,WU Chong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Shear Force Distribution of Welded Studs in Anchorage Zone of Steel and Concrete Composite Pylon of Cable-Stayed Bridge[J];Bridge Construction;2008-04
7 ZENG Minggen1,SU Qingtian1,SHAO Changyu2,WU Chong1(1.Department of Bridge Engineering,Tongji University, Shanghai 200092,China;2.Shanghai Municipal Engineering Design Institute,Shanghai 200092,China);Test Study on the Cable-Pylon Anchorage Zone of Highway and Light Railway Long-Span Cable-Stayed Bridge[J];China Railway Science;2008-04
8 FANG Zhi,XIA Min(Halcrow China Limited,Shanghai 200021,China);3D Analysis of Cable-Pylon Anchor Zone of Shanghai Yangtze River Bridge[J];Journal of Zhongyuan University of Technology;2009-03
9 LUO Dong-sheng,PAN Sheng-shan,ZHANG Zhe (School of Civil Engineering,Dalian University of Technology,Dalian 116024,China);Analysis of 3D FEM and Stress Mechanism for Steel-concrete Anchor Region of Cable-stayed Bridge[J];Journal of Wuhan University of Technology;2009-20
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Fan Lichu(Tongji University);The Design and Construction of the World Longest Span Cable-stayed Bridge Normandy Bridge in France[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1995-03
2 Shan Wei, Wan Lijun(School of Civil Engineering, Northeast Forestry University, Harbin 150040, P. R. China);Experiment and Analysis of Annular Pre-stressed Steel Bundles on Cable Tower Anchor Segments of Sifangtai Songhuajiang River Large Bridge[J];Journal of Northeast Forestry University;2007-04
3 Wang Xin Lü Zhitao (College of Civil Engineering,Southeast University,Nanjing 210096,China);Analysis of load transferring and distribution in anchorage zone of steel-concrete composite pylon under inclined cable forces[J];Journal of Southeast University(Natural Science Edition);2006-04
4 WU You ming 1,LUO Qi zhi 2(1.Mathematics Department, Foshan University,Foshan 528000,China; 2.Civil Engineering Department,Foshan University,Foshan 528000,China);The general solutions to one kind of systems of second order ordinary differential equation with constant coefficients[J];Journal of Foshan University(Natural Science Edition);2002-02
5 HUANG Jian-wu (Department of Mathematics, Fuzhou Teachers College, Fuzhou, Fujian 350011, China);A solution of two demensional linear homogeneous second order differential equation with constant coefficients[J];Journal of Fuzhou University(Natural Sciences Edtion);2002-01
6 Liu Zhao, Meng Shaoping, Lü Zhitao (Key Lab of RC &PC Structures of Ministry of Education, Southeast University, Nanjing\ 210096, China);Model Tests and Comparative Study of the Pylon's Anchorage Zone of Two Long-span Cablae-stayed Bridges[J];Engineering Science;2003-12
7 QIU Wen-liang , JIANG Meng , ZHANG Zhe (School of Civil & Hydraulic Engineering, Dalian University of Technology, Dalian 116024, China);FINITE ELEMENT ANALYSIS OF CREEP AND SHRINKAGE OF STEEL-CONCRETE COMPOSITE BEAMS[J];Engineering Mechanics;2004-04
8 LI Xiao-zhen1 , CAI Jing1 , QIANG Shi-zhong1 , LIU Qing-kuan2 (1. School of Civil Engineering, Southwest Jiaotong University, Chengdu Sichuan 610031, China) 2. ShiJiaZhuang Railway Institute, ShiJiaZhuang 050043, China);MODEL FATIGUE TEST OF CABLE-GIRDER ANCHORAGE SYSTEM OF THE 2ND NANJING YANGTZE-RIVER BRIDGE[J];Engineering Mechanics;2005-01
9 WEI Xing , LI Xiao-zhen , LI Jun , QIANG Shi-zhong , WANG Zi-jian (College of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);EXPERIMENTAL STUDY ON ANCHOR-PLATE ANCHORAGE FOR CABLE-STAYED BRIDGES WITH STEEL BOX GIRDER[J];Engineering Mechanics;2007-04
10 SU Qing-tian , ZENG Ming-gen , WU Chong (Department of Bridge Engineering, Tongji University, Shanghai 200092, China);EXPERIMENT STUDY ON STEEL-ANCHOR-BOX OF CABLE-PYLON IN SHANGHAI YANGTZE RIVER BRIDGE[J];Engineering Mechanics;2008-10
【Secondary References】
Chinese Journal Full-text Database 5 Hits
1 ZHOU Xing-lin1,WEI Mi2,XIE Xu-fei3,YANG Zhuan-yun4(1.Wuhan University of Science & Technology,Wuhan 430081,China; 2.Guangxi Zhuang Autonomous Region transport department Guangxi Nanning 530012,China; 3.Jiangsu Transportation Research Institute,Nanjin 210017,China; 4. Sichuan College of Architecture Technology,Deyang 618000,Sichuan,China);Strengthening Design of the Main Girder in the Cable Zone of a Cable-Stayed Bridge[J];Technology & Economy in Areas of Communications;2009-04
2 ZENG Ming-gen,SU Qing-tian,WU Chong(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Shear Force Distribution of Welded Studs in Anchorage Zone of Steel and Concrete Composite Pylon of Cable-Stayed Bridge[J];Bridge Construction;2008-04
3 Wu Wanzhong,Zhuang Dongli,Xiao Rucheng(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Spatial Stress Analysis for Key Joints of Long Span Special-Shaped Cable-Stayed Bridge with Single Pylon[J];Journal of Shijiazhuang Railway Institute(Natural Science);2008-03
4 FANG Zhi,XIA Min(Halcrow China Limited,Shanghai 200021,China);3D Analysis of Cable-Pylon Anchor Zone of Shanghai Yangtze River Bridge[J];Journal of Zhongyuan University of Technology;2009-03
5 LUO Dong-sheng,PAN Sheng-shan,ZHANG Zhe (School of Civil Engineering,Dalian University of Technology,Dalian 116024,China);Analysis of 3D FEM and Stress Mechanism for Steel-concrete Anchor Region of Cable-stayed Bridge[J];Journal of Wuhan University of Technology;2009-20
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved