Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Sichuan Building Science》 2006-04
Add to Favorite Get Latest Update

Study on the shear lag effect of cable-stayed bridge with double cable planes

ZHANG Yu-zhi~1,LI Qiao~1,TANG Liang~1,LUO Gang-lin~2(1.School of Civil Engineering,Southwest Jiaotong University ,Chengdu 610031,China;2.Sichuan Province Communication Department Highway Planning,Survey,Design and Research Institute,Chengdu 610041,(China))  
The rule of stress distribution is different on different cross sections of the girder of cable-stayed bridge with double cable planes under different type of loads.By comparing the results of large scale model test with that of spatial finite-element analysis,the coefficients of shear lag about the box section of Luzhou Tai'an Yangtze River Bridge under several typical loads are gained.Several suggestions are also put forward for designing.
【CateGory Index】: U448.27
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 1 Hits
1 WAN Yan1、2,TANG Feng2,XIAO Zhi-jiang2(1.Department of Civil Engi.,Zhejiang Univ.,Hangzhou 310027,China; 2.Jinhua Traffic Planning and Design Institute Co.,Ltd.,Zhejiang Jinhua 321005,China);SHEAR LAG EFFECT OF CONTINUOUS BOX GIRDER UNDER VEHICLE LOAD[J];Low Temperature Architecture Technology;2012-11
Chinese Journal Full-text Database 1 Hits
1 LIU Shan hong, HE Guang han (School of Civil Eng., Southwest Jiaotong University, Chengdu 610031, China);Test Study on Segmental Model of a PPC Box Girder[J];Journal of Southwest Jiaotong University;2001-05
Chinese Journal Full-text Database 10 Hits
1 CUI Yingbo1,GONG Dehua2,JIA Shan2,ZHAO Renda2,YANG Yongqing2,XIANG Tianyu2(1.Guizhou Highway Development Company,Guiyang 550002,China;2.Department of Bridge Engineering,Southwest Jiaotong University,Chengdu 610031,China);Structural behavior analysis of curved prestressed concrete frame bridge[J];Sichuan Building Science;2007-02
2 ZENG Li 1,LEI Lin 2,ZOU Zhiquan 2 (1.Institute of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China; 2.Chengdu Highway Bridge Management and Operation Company,Chengdu 610031,China);Model experimental study on crack and reinforcement of RC continuous bridge's bracket[J];Sichuan Building Science;2009-06
3 GUO Yi1,WEN Huabin1,ZHAN Yulin2(1.School of Mechanical Engineering,Sichuan University of Science & Engineering,Zigong 643000,China; 2.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Dynamic characteristics of the high pier-long span continuous rigid-framed bridge with concrete filled steel tube columns[J];Sichuan Building Science;2012-02
4 PENG Yu-ming;On the Calculation of Arch Bridges with Stiff Steel-pipe Concrete Framwork[J];Journal of Anhui Vocational & Technical College;2008-03
5 PENG Zeng-gang(Countryside Highway Administration Bureau of Mingguang,Mingguang 239400,China);Discussing on banish disengage of bridge prefabricate plate[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-06
6 ZHANG Yun-tao(1.Civil Engineering School of Anhui Institute of Architecture & Industry,Hefei 230022,China;2.Civil Engineering School of Southeast University,Nanjing 21096,China);The cause and prevention of deformation of prestressed T-shaped beam[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2007-02
7 GUO Dong-hai,HU Cheng(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Discussion on some problems of construction control of continuous box girder[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2007-02
8 XIAO Yu-de(Department of Civil Engineering,Anhui Communication Vocational and Technical College,Hefei 230051,China);Researching for the sling dint testing of the tied arch bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-01
9 ZHANG Yun-tao(Civil Engineering school of Anhui Institute of Architecture & Industry,Hefei 230022,China);Experimental study on concrete creep and shrinkage under nonstandard environment[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-05
10 LIU San-qi1,HU Cheng2,JIANG Tian-xiao3(School Of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Experiment research on prestress tube frictional resistance of PC beam bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2010-02
China Proceedings of conference Full-text Database 10 Hits
1 Zheng Yu~2,Zhong Yonggang~3 (1.Dept.of Civil Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.Dongguan Transportation Division,Dongguan,Guangdong,523000,China);Investigation of Compressive Membrane Action in the Concrete Bridge Deck Slabs Reinforced with GFRP Bars[A];[C];2011
2 WU Gang (Anhui Communications Consulting & Design Institute,Hefei 230031,Anhui China);Modeling Design of the Monument Shaped Pier[A];[C];2009
3 LUO Qi-zhin, LIU Xi-yuan , HUANG Jun-yi University of Science and Technology of Foshan, Guangdong Foshan, 528000 P.R.China;Study on effect of diaphragm and angle brace on shear lag of thin-walled box girder[A];[C];2004
4 Zhou Wei Jiang Yifei (Jiangsu Provincial Department for Expressways Construction,Nanjing Jiangsu 210004);Analysis of Shear Lag Effect under the largest double cantilever construction phase of Cable-Stayed Bridge[A];[C];2009
5 Ji Zenghui (Yangzhou Highway Administration Office,Jiangsu Yangzhou 225002);Primary Investigation on Repair Technology for Damage of Reinforced Concrete Truss Bridge[A];[C];2009
6 Wang Rongxia~(1,2) Zheng Gang~1 Li Jianjun~3 (1.Tianjin University,Tianjin 300072,China;2.Hebei University of Technology,Tianjin,300132,China;3.Traffic Department of Langfang,Langfang,065000,China);Design and experimental analysis of inverted T-section composite box girder partially pre-stressed with un-bonded tendons[A];[C];2007
7 HUANG Zhu-ye~1,Wang Guo-yang~2 (1.Zhejiang University of Science and Technology,ZhejiangHangzhou 310023;2.Zhejiang Construction Engineer Group,Hangzhou 310015,China);FINITE ELEMENT ANALYSIS OF SHEAR-LAG PHENOMENON IN CAST-IN-SITE HOLLOW PRESTRESSED CONCRETE SLAB[A];[C];2010
8 HUANG Jing-hua~(1,2),CHEN Zhao-hui~(1,2),MA Dong-sheng~3,LI Guan-yu~4 (1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University),Ministry of Education.Chongqing 400045,China;3.North China Power Engineering CO.,LTD,Beijing Xicheng District 100120,China.4.Yunnan Electric Power Design Institute,Yunnan,Kunming 650011,China);EXPERIMENTAL STUDY ON STATIC BEHAVIORS OF SIMPLE-SUPPORTED DEEP RECTANGULAR BOX GIRDER[A];[C];2011
9 ~*Huang Hao,Yang Bingwen,Wan Shui (Transportation College,Southeast University,Jiangsu Nanjing 210096,China);Analysis on transverse design of box-girder with corrugated steel[A];[C];2011
10 GUO Jian SUN Bing-nan (Dept. of Civil Engineering, Zhejiang University, Hangzhou 310027, China);Analysis of shear lag effect of steel-concrete composite box tower in cable-stayed bridge[A];[C];2003
Chinese Journal Full-text Database 10 Hits
1 WANG Hui-dong QIANG Shi-zhong (College of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Differential Method for Shear Lag Effect of Thin-walled Box Girder Under Compact-bending Load[J];Journal of Beijing University of Technology;2006-11
2 Zhang Shiduo Ding Yun;Finite Difference Solution in Shear Lag Effect On Contilever Box Girder with Linear Varying Depths[J];Journal of Chongqing Jiaotong University;1984-04
3 GU An bang,LIU\ Zhong,ZHOU Shui xin (Department of Bridge & Structural Engineering,Chongqing Jiaotong Institute,Chongqing 400074,China);Analysis of time dependent effects of concrete,geometrical nonlinearities,material nonlinearities of Wanxian Yangtze River bridge[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1999-04
4 Luo QizhiYu Jianli (Foshan University,Guangdong 528000)(Foshan Highway Bureau,Guangdong 528000);Negative Shear Lag in Box Girder with Varying Depth[J];JOURNAL OF CHONGQING JIAOTONG INSTITUTE;1997-03
5 Zhang Hui,Yang Zijiang,Liu Shizhong,Wu Hui;Simplifying Analysis of Longitudinal Stiffened Steel Box Beam Bridge[J];Urban Roads Bridges & Flood Control;2012-01
6 ZHANG Yu-ping,LI Chuan-xi(School of Civil and Construction,Changsha University of Science & Technology,Changsha 410076,China);Influence of top flange,bottom flange and web thickness on the shear lag effect of box girder used in cable-stayed bridge[J];Journal of Changsha Communications University;2008-02
7 Guo Wenhua Zeng Qingyuan (CivilArchitecturalEngineering College,Changsha Railw ay University, Changsha,410075);Dynam ic Characteristics Analysis ofDeck SteelPlate GirderBridges[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1999-03
8 Hu Guangwei Qian Zhendong Huang Wei (Intelligent Transportation System Institute, Southeast University, Nanjing 210096, China);Structural Optimum Design of the Second System of Orthotropic Steel Bridge[J];Journal of Southeast Univwrsity(Natural Science Edition);2001-03
9 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
10 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
【Secondary References】
Chinese Journal Full-text Database 2 Hits
1 WU Zhi-jun;China Railway Tenth Bureau Group Co. ,Ltd.;;Research on Shear Lag Effect in Construction Process of Pre-stressed Concrete Cable-stayed Bridge with Rib-slab Beam[J];Journal of Water Resources and Architectural Engineering;2014-03
2 XIE Fen,XU Hong-sheng,YAN Dong-huang,WANG Ji-huai(School of Civil Engineering and Architecture,Changsha University of Science and Technology,Changsha 410004,China);The shear lag effect research of separated steel box girder in cantilever construction stage of cable-stayed bridge[J];Journal of Changsha University of Science & Technology(Natural Science);2012-02
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 ZHENG Kaifeng, TANG Jisun (Institute of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);Structural Simulation for Entire Bridge of Railway Steel Bridges[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;1999-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved