Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2013-23
Add to Favorite Get Latest Update

Inquiry on design technology of prestressed concrete continuous box-type section bridge

YANG Peng 1 HOU Shuang 2 LUO Yu-qiang 1 ( 1. Urban and Rural Costruction College,Sichuan University of Agriculture,Dujiangyan 611800,China; 2. Business School,Sichuan University of Agriculture,Dujiangyan 611800,China)  
Combining with existing bridge construction experience,the paper explores the vertical and horizontal section design of prestressed concrete continuous box-type bridge,specifically discusses linear bridge distribution method,and introduces preliminary bridge size simulation, which has provided some guidance for designers.
【CateGory Index】: U448.215
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 DUAN Kai,YANG Xin-hua,YANG Wen-bing(School of Civil Engineering and Mechanics, Huazhong University of Science & Technology, Wuhan430074,China);Calculation of thermal stress of bridge structure via ANSYS software[J];Building Science Research of Sichuan;2005-03
2 WU Zhenwang,ZHENG Kaifeng,GOU Chao,LIU Peng(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Calculation and study on deck's local stress in orthotropic steel box girder of highway bridge under standard loads at home and abroad[J];Sichuan Building Science;2011-01
3 ;公路桥梁新型伸缩缝的分析研究[J];Journal of Anhui Textile Vocational Technical Institute;2005-01
4 SHENG Ming-hong 1, LI Quan 2, PU Yu-bing 2, ZHANG She 2(1.The Road and Bridge Construct Company of Anhui Province, Hefei, 230011, China;2.Survey and Design institute of Harbour Channel Anhui Province, Hefei, 230011, China);THE TECHNIQUES IN THE CONSTRUCTION CONTROL OF CONTINUOUS RIGID-FRAME BRIDGE[J];Journal of Anhui Institute of Architecture;2004-05
5 YANG Ai-wu(Department of Civil Engineering,Anhui Communication Vocational and Technical College,Hefei 230051,China);Analysis for Continuous Arch Bridge Structural Design[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-01
6 LI Fan,SU Jie (Institute of Civil Engineering,Hefei University of Technology,Hefei,230009,China);The Application of 3D Finite-element Analysis to the Steel Lifting Caisson of Ma'anshan Changjiang River Highway Bridge[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2010-05
7 Wang Jishuang (Anhui Communications Consulting & Design Institute,Hefei 230041,China);The Design for Portal-framed Bridge with Medium Span[J];Anhui Architecture;2009-01
8 TIAN Shuai1,YE Hong-wei1,GAO Shu-shan2,FEI Shi-jiang3(1.School of Resources and Civil Engineering,University of Science and Technology Liaoning,Anshan 114051,China;2.Real Estate Board of Wulanhaote Inner Mongolia,Wulanhaote 137400,China;3.Anshan Zongheng Project Supervision Consulting Co Ltd,Anshan 114051,China);Experiment of heat insulation performance of iron taillings and slag in deck pavement[J];Journal of University of Science and Technology Liaoning;2010-02
9 ZHANG Kun(Highway Survey and Design Institute of Anhui Province,Hefei 230041,China);Design and application of the arch-shape fabricated culvert[J];Journal of Anhui Technical College of Water Resources and Hydroelectric Power;2008-04
10 WANG Xu-dong1,LI Lin1,LIU Xian1,2,YUAN Yong1,2,WU Xiao-jian3(1.Department of Geotechnical Engineering,Tongji University,Shanghai 200092,China;2.Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education,Tongji University,Shanghai 200092,China;3.Shanghai Construction Company,Shanghai 200120,China);Calculation of Construction Load in Cover-cut Method and Analysis of Neighboring Building's Displacement[J];Chinese Journal of Underground Space and Engineering;2009-S2
China Proceedings of conference Full-text Database 10 Hits
1 YIE Qian~1,LIU Zhen~2 (1.Bureau of Public Works of Shenzhen Municipality,Shenzhen Guangdong 510275,China; 2.School of Engineering,Sunyat-sen University,Guangzhou Guangdong 510275,China);Numerical simulation on excavation and earth.filling of foundation fundation fundation pitunder complicated engineering geology conditions[A];[C];2007
2 YANG Xiong,ZHAO Wanqiang,CAO Yu,PANG Tao (China Railway Eryuan Engineering Group Co.Ltd, Chengdu 610031, China );Study on The Additional Load of Tunnel of Railway Underpass Airport Runway[A];[C];2009
3 WU Gang (Anhui Communications Consulting & Design Institute,Hefei 230031,Anhui China);Modeling Design of the Monument Shaped Pier[A];[C];2009
4 LiLiangfeng (Fujian Provincial Institute ofArchitectural Science Research 350025 Fuzhou);Strengthening Design and Construction for Reinforced Concrete Rigid Frame Arch Bridge After Earthquakes[A];[C];2009
5 Chen Ce Zhong Jianchi (Jiangsu Province Yangtze Highway Bridge Construction Commanding Department,Jiangsu Nanjing 210004);Study of Hydrodynamic Forces on Open Caisson During Its Construction[A];[C];2009
6 Zhu Hongliang~1 Hao Junfeng~2 (1.Changzhou Waterway Management Bureau,Jiangsu Changzhou 213001; 2.Architectural Design and Research Institute of Tongji University Shanghai 200092);Comparison and Selection of Bridge Type for Reconstructed Bridges on Canal[A];[C];2009
7 Ji Zenghui (Yangzhou Highway Administration Office,Jiangsu Yangzhou 225002);Primary Investigation on Repair Technology for Damage of Reinforced Concrete Truss Bridge[A];[C];2009
8 Li Xinkui Fan Yun Yang Gang (Highway and Bridge Engineering Graduate School of DaLian Maritime University,Dallan,Liaoning 116026);The Optimization Analysis of Highway Through Steel Truss Bridge Based on ANSYS[A];[C];2007
9 LU Xin-zheng,ZHANG Yan-sheng,HE Shui-tao,LU Xiao (Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing,100084);COLLISION BETWEEN OVER-HIGH TRUCKS AND BRIDGE SUPERSTRUCTURES:DAMAGE MECHANISM AND IMPACT LOADS[A];[C];2009
10 GUO Ji,~*RUAN Xin,CHEN Ai-rong,ZHOU Xiao-yi (Department of Bridge Engineering,Tongji University,shagnhai 20092);Middle Pylon Safety Assessment Based on Code Load Model for Three-Pylon Suspension Bridge[A];[C];2011
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved