Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Highway Engineering》 2008-01
Add to Favorite Get Latest Update

The Analysis of Concrete Creep of Construction Control for Long Span Continual Rigid Frame Bridge

ZHU Yufeng1,WANG Jiejun2(1.Hunan University,Changsha,Hunan 410082,China;2.Central South University of Forestry and Technology,Changsha,Hunan 410004,China)  
Xinzhaihe Bridge is designed as a long-span continuous rigid-frame bridge with its longest span reaching 230m.This paper builds a calculation model for bridges using finite element method,which can help to analyze the effects of deflection and inner force as the process of the box beam cantilever construction,and also compare the pre-camber as the process of the box beam construction according to three conditions between non-consideration of concrete creep and consideration of concrete creep based on the new and old criteria.Some correlation data are field test.
【Fund】: 中南林业科技大学人才引进启动项目(06Y027)
【CateGory Index】: U445.57
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 2 Hits
1 GUO Shuan(Hunan Communications Research Institute,Changsha,Hunan 410015,China);The Parameter identification Research of Construction Control for Continuous Rigid Frame Bridge[J];Highway Engineering;2009-03
2 TANG Can1,WANG Jiejun1,YIN Canbin2(1.Central South University of Forestry and Technology,Changsha,Hunan 410004,China;2.Hunan City University,Yiyang,Hunan 413000,China);Calculation of Creep Effect of Longtan River Bridge[J];Highway Engineering;2009-06
Chinese Journal Full-text Database 3 Hits
1 Duan Mingde (Research and Design Institute of Railway Architecture,Beijing 102600,China);Creep Simulation Calculation of PC Bridge Construction Process[J];JOURNAL OF THE CHINA RAILWAY SOCIETY;1998-05
2 ZHOU Jun sheng,LOU Zhuang hong (Beijing Jianda Road & Bridge Consulting Company, Beijing 100101, China);The status quo and developing trends of large span prestressed concrete bridges with continuous rigid frame structure[J];CHINA JOURNAL OF HIGHWAY AND TRANSPORT;2000-01
3 XIANG Mu sheng 1,ZHANG Shi biao 2,ZHANG Kai yin 1,SHEN Dian dong 3,SHEN Cheng wu 1 (1.School of Communications, Wuhan University of Technology, Wuhan 430063, China; 2.Hanshi Freeway Construction Headquarter of Hubei Province, Shiyan 441000, Ch;Control technique for construction of long span prestressed concrete bridge[J];China Journal of Highway and Transport;2002-04
Chinese Journal Full-text Database 10 Hits
1 LIU Min,XU Zhongchun(The 1 st Engineering Company LTD,The Chinese Railway 23 rd Group,Rizhao 276826,China);A study of structural reliability considering creep effect[J];Sichuan Building Science;2006-05
2 LI Yi 1,CAI Min 1,HU Jun 2(1.School of Civil Engineering, Heifei University of Technology,Hefei,230009, China;2.Anhui Institute of Architecture & Industry,Hefei,230022,China);APPLICATION STUDY OF WAVELET TRANSFORM IN CABLE FORCES DETECTION OF CABLE-STAYED BRIDGE[J];Journal of Anhui Institute of Architecture;2004-03
3 Wang Hui,Xu Youwei(Chongqing Jiaotong University,Chongqing 400074,China);Analysis of Stress Monitor Error in Thin-walled Box Girder with Large Span[J];Anhui Architecture;2007-02
4 WANG Wen-hua,et al.(Faculty of Civil Engineering,Changchun Instituteof Technology,Changchun 130012,China);The type choice of ChangXin viaduct and structure analysis[J];Journal of Changchun Institute of Technology(Natural Sciences Edition);2009-02
5 WANG Yun-tao,ZHANG Xue-song,GU An-bang (School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China);Comment on the Usual Analytical Methods of Long Span PC Continuous Rigid Frame Bridges[J];Journal of Chongqing Jiaotong University;2007-02
6 CHEN Si-tian,ZHAO Li-li,GONG Shang-long,LIU Shui (Chongqing Jiaotong University,Chongqing 400074,China);Construction Control of the Xiaoanxi Continuous Rigid Frame Bridge[J];Journal of Chongqing Jiaotong University;2007-02
7 LU Wei-wei1,SU Si-guang2,HAO Fu-jun1(1.School of Civil Engineering & Architecture,Chongqing Jiaotong University,Chongqing 400074,China;2.Municipal Engineering of China Metallurgy Northeast Construction Co.Ltd,Liaoning Anshan114036,China);Performance Analysis on Local Compression of Continuous Rigid Frame of Lightweight Aggregate Concrete[J];Journal of Chongqing Jiaotong University(Natural Science);2009-02
8 Liu Yu-hui;Computer Simulation Analysis of Creep Effect of Prestressed Concrete Truss Composite Arch Bridge[J];Chongqing Architecture;2008-05
9 ;Finite Element Progressive Analysis Method of Creep of Axially Compressed Members of Concrete Filled Steel Tub[J];Chongqing Architecture;2009-07
10 Li Shenghui,Cao Shushang;Calculation Analysis of High-pier Large-span Continuous Rigid Frame Bridge and Its Double-limb Thin-wall High Pier[J];Urban Roads Bridges & Flood Control;2007-05
China Proceedings of conference Full-text Database 2 Hits
1 Deng Liqiang (Henan Xinan Road Administrative Bureau,Xinan 471800,China);Concrete Creep Analyse Based on Internal Force Recursion[A];[C];2008
2 Zhai Ying, Liu Gang, Yang Pu, Zhang Guang-wei (College of Civil Engineering, Chongqing University, Chongqing 400045, China);Influence of Concrete Creep on the Long-term Performance of Chong-Qing Shi-Ban-Po Chang-Jiang Bridge[A];[C];2005
Chinese Journal Full-text Database 10 Hits
1 Zheng Xinguang;The Analysis of the Creep Effect on R.C Bridges by Deformation Method[J];Journal of Chongqing Jiaotong University;1984-03
2 CHEN Ming-xian~1, PENG Jian-xin~2, YAN Dong-huang~2, YU Qian-hua~2 (1.Hunan Communication Bureau, Changsha 410011, China; 2.Changsha University of Science and Technology, Changsha 410076,China);A Summarized Account of Shrinkage and Creep of Long-span CFST Arch Bridge[J];Journal of Changsha Communications University;2004-02
3 SHEN Pu-sheng,FANG Hui(College of Civil Engineering,Hunan University,Changsha 410082, China);Creep analysis of statically indeterminate structure by force method[J];Journal of Railway Science and Engineering;2006-01
4 ;Application of Aging Analysis Theory in Performance Forecast of Long Term to Bridge with Large Span[J];Northeastern Highway;2002-03
5 DING Hong-yan, HAN Xue-song, ZHANG CHao (School of Civil Engineering,Tianjin University,Tianjin 300072,China);THE CONCEPT OF SUB-INTERNAL FORCE CAUSED BY PRESTRESSING FORCE[J];Low Temperature Architecture Technology;2004-06
6 WANG Jun?wen1,SHI Xian?feng2,LI Jian?zhong1 (1Department of Bridge Engineering,Tongji University,Shanghai 200092,China; 2Shijiazhuang Railway Institute,Hebei Shijiazhuang 050043,China);Analysis of Shrinkage and Creep Secondary Internal Forces in Continuous Prestressed Concrete Composite Girder Bridges[J];Journal of Highway and Transportation Research and Development;2003-05
7 WANG Pei-jin~(1,2),SHENG Hong-fei~1,ZHAO Shang-dong~2(1.Institute of Communications Science and Engineering,Harbin University of Technology,Heilongjiang Harbin 150090,China;2.Shandong Provincial Communications Planning and Design Institute,Shandong Jinan 250031,China);Discussion about the Longstanding Deformation Prediction of Large Span Continuous Rigid Bridge Prestressed Concrete Box Girder[J];Journal of Highway and Transportation Research and Development;2007-01
8 Sheng Hongfei;A Simple Method for Temperature Stress Calculation of Concrete Box Bridge under Sun Light[J];;1992-01
9 JIANG Zheng wu, SUN Zhen ping, WANG Xin you, WANG Yu ji, ZHANG Guan lun (Schooll of materials scienc and engieering,Tongji University,Shanghai,China)〔;Review on research progress of autogenous shrinkage of concrete overseas[J];Concrete;2001-04
10 FANG Hui,SHEN Pu-sheng~(College of Civil Engineering,Hunan Univ,Changsha,Hunan 410082,China);Displacement Method of Creep Effect Analysis[J];Journal of Hunan University(Natural Sciences);2006-04
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved