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《Journal of Chongqing Jiaotong University》 2005-04
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Cracking control of PC continuous box girder bridges form the design point of view

SHI Ying,ZHENG Jian-qun(Construction Engineering College, Zhejiang Industrial Technology University, Hangzhou 310014, China)  
The cause that cracking procreate of PC continuous box girder bridges are many, In the final analysis,There are design?construction?manage and material. And that the design is mostly root, Therefore ameliorate the design thinking and Structure, so that reduce or control crack.
【CateGory Index】: U448.35
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【References】
Chinese Journal Full-text Database 9 Hits
1 Yin Xuwen;Preliminary Study of Influence of Concrete Box Beam Vertical Pre-stressed Hole on Sectional Weakening[J];Urban Roads Bridges & Flood Control;2008-10
2 ZHONG Xin-gu(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China);Analysis and prevention of the cracks in continuous prestressed concrete box-girder bridges[J];Journal of Railway Science and Engineering;2006-03
3 JIANG Ke-bin,GUO Yong-tao,ZHAO Qi-lin,ZHOU Wang-jin (Engineering Institute of Engineering Corps,PLA University of Science & Technology,Nanjing Jiangsu 210007,China);Study on Influencing Parameters of Spatial Effect in Cantilever of Prestressed Concrete Continuous Box Girder[J];Journal of Highway and Transportation Research and Development;2008-01
4 SHEN Ming-yan,ZHONG Xin-gu,SHU Xiao-juan(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan Hunan 411201,China);Study on Vertical Prestress Field of Webs of Concrete Box Girder Bridge[J];Journal of Highway and Transportation Research and Development;2008-12
5 Zhang Qiliang(Guizhou China Railway Bridge Company,Duyun 558004,China);Analysis of Frame Effect of Concrete Box Girder Caused by Crown Plate Transverse Tendon[J];Journal of Shijiazhuang Railway Institute;2007-02
6 Xi Xurong;Great span prestressed concrete continuous bridge common plant disease and preventing and controlling countermeasure[J];China Water Transport;2007-09
7 Zhong Xingu Shen Mingyan Yin Xuwen Shu Xiaojuan(Hunan University of Science and Technology,Xiangtan 411201,China);Influence of non-grouted vertical-prestressed-ducts on sectional web cracking of concrete box girder bridges[J];China Civil Engineering Journal;2008-10
8 Lü Zhitao Pan Zuanfeng(Key Laboratory of RC & PC Structures,Southeast University,Nanjing 210096,China);Issues in design of long-span prestressed concrete box girder bridges[J];China Civil Engineering Journal;2010-01
9 Zhong Xingu Liu Xuewei Shen Mingyan(Key Laboratory of the Construction Process,Quality and Safety of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China);Statistical study of the inclination errors of vertically prestressed anchor plates of concrete box beams[J];China Civil Engineering Journal;2010-05
【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 ;公路桥梁新型伸缩缝的分析研究[J];Journal of Anhui Textile Vocational Technical Institute;2005-01
3 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
4 Wang Jishuang (Anhui Communications Consulting & Design Institute,Hefei 230041,China);The Design for Portal-framed Bridge with Medium Span[J];Anhui Architecture;2009-01
5 Liu Qingren Zhang Kai(Municipal Engineering Design and Research Institute, Beijing 100045);Research on Single Pier Supported Curved Continuous Box Beams Bridge[J];Journal of Beijing Institute of Civil Engineering and Architecture;1994-02
6 Long Peiheng(Dept.of Civil Engineering, Beijing 100044);Traverse Method" Cotrolling The Prestressing Tendon[J];JOURNAL OF BEIJING INSTITUTE OF CIVIL ENGINEERING AND ARCHITECTURE;2000-02
7 JIA Jia~1,PENG Wei~2(1.Hangzhou Design Institute of Communication,Zhejiang Hanhzhou 310000,China;2.Jinhua College of Profession & Technology,Zhejiang Jinhua 321017,China);Reason analysis and preventive measures for cracking of prestressed concrete continuous box girder bridges[J];Journal of Chongqing Jiaotong University;2006-03
8 SHUI Ming-hong(Guizhou Prov.Road & Bridge Engineering Corp.,Guizhou Guiyang 550001,China);Prestressed concrete box beam crack origin analysis[J];Journal of Chongqing Jiaotong University;2006-S1
9 Liu Changyi;Design of Simple-supported T-shaped Girder and Continuous Rigid Frame Bridge[J];Urban Roads Bridges & Flood Control;2006-03
10 Mo Haihong;Design of Xijiang No.3 Bridge[J];Urban Roads Bridges & Flood Control;2006-03
China Proceedings of conference Full-text Database 1 Hits
1 WANG Ling-yun (Beijing General Municipal Engineering Design & Research Institute, Beijing 100045,China);Beijing Five Ring Circuits Jingshan Railroad Steel-Concrete Combination Box Beam Bridge in Vitro Pre-Stressed Design[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Tian-you, SU Xiao-zu (Tongji University,Shanghai200092,China);The method and status quo of designing and calculating by strut-and-tie model in reinforced concrete structures[J];Building Science Research of Sichuan;2004-03
2 HE Yu wei 1, CHEN Guang xing 1, LIU Zhong 2 (1 Hubei Province Highway & Bridge Company,Wuhan 430052,China;2 Department of Bridge and Structure Chongqing Jiaotong University,Chongqing 400074,China);The application and research of unbonded vertical prestress in long span continuous beam bridge[J];Journal of Chongqing Jiaotong Institute;2001-01
3 LIU Si-meng, LIU Guo-jin, ZHOU Jian-ting(Chongqing Jiaotong University, Chongqing 400074, China);Research on load arrangement method of bridge load testing experiment based upon controls of efficiency of inner force and deformation[J];Journal of Chongqing Jiaotong University;2005-01
4 DUAN Bo,ZENG De-rong,LU Jiang(School of Civil Engineering & Architecture, Chongqing Jiaotong University, Chongqing 400074, China);Analysis with determining cable tension of cable-stayed bridges[J];Journal of Chongqing Jiaotong University;2005-04
5 LIU Shan-hong~1,QIAN Yong-jiu~2(1.Post-Doctoral Research Station of Traffic and Transp. Eng., Southwest Jiaotong University, Chengdu 610031, China;2.School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China);Research on web cracking control of long span PC box girder bridge[J];Journal of Chongqing Jiaotong University;2005-04
6 CHENG Xiang-yun School of Civil Engineering,Hunan University,Changsha 410082,China;Calculating model determining increasing coefficient of internal forces for continuous box girder bridges[J];Journal of Chongqing Jiaotong University;2006-02
7 Li Jian;Development and Engineering Practice of Prestressed Concrete Continuous Beam Bridge in China[J];Urban Roads Bridges & Flood Control;2001-01
8 YANG Chun-xia~(1,2), YANG Wei-jun~2, ZHANG Jian-ren~2 (1.Hunan University, Changsha 410082, China; 2.Changsha University of Science and Technology, Changsha 410076, China);An Analysis of Failure Risk of the Bridge Load Test Based on Proof Load Method[J];Journal of Changsha Communications University;2004-02
9 ZHONG Xin-gu(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China);Analysis and prevention of the cracks in continuous prestressed concrete box-girder bridges[J];Journal of Railway Science and Engineering;2006-03
10 ;Discussion of Span Problems of Prestressed Continuous Beam Bridge[J];NORTHEASTERN HIGHWAY;2000-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 MO Shi-xu1,2,ZHONG Xin-gu2,SHEN Ming-yan2,ZHEN Yan2(1.School of Civil Engineering,Southwest Jiaotong University,Chengdu 610000,China;2.School of Civil Engineering,Hunan University of Science and Technology,Xiantan 411201,China);Test and analysis on local buckling behavior of concrete-filled steel box composite beam[J];Journal of Railway Science and Engineering;2007-02
2 Li Jianhui1 Li Aiqun1 Luo Shidong2 Liu Zhengbiao2(1Key Laboratory for Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China)(2The 4th Survey and Design Institute of China Railways,Wuhan 430063,China);3-Dimensional finite element analysis of Xijian River Bridge on Guangzhou-Zhuhai intercity rapid rail transit[J];Journal of Southeast University(Natural Science Edition);2009-01
3 Liu Zhao,Lu Zhitao,Hui Zhuo,Wang Jingquan,He Zhiqi(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China);Review of application and research of strut-and-tie models for concrete bridges[J];Engineering Sciences;2008-10
4 ZHAN Fa-yi,HE Guo-jing,CHEN Ai-jun,YI Jin (College of Civil Engineering and Mechanics,Central South Sci-Tech University of Forestry,Changsha 410004,China);Experiment and analysis of static and dynamic characteristics of prestressed concrete continuous girder bridge[J];Journal of Railway Science and Engineering;2009-04
5 SHAO Xudong,LI Bin,ZENG Tiansheng,ZHANG Yang,ZHANG Guiming (School of Civil Engineering,Hunan University,Changsha Hunan 410082,China);Calculation and Measure of Web Vertical Stress Field Using Low Retracting Prestressed Anchorage[J];Journal of Highway and Transportation Research and Development;2009-09
6 ZHANG Gang1,WANG Ya-kun 2,ZHAO Yu1,WANG Cui-juan3(1.Key Laboratory for Bridge and Tunnet of Shaanxi Province,Chang'an University,Xi'an 710064,China;2.Shandong Hi-Speed Qingdao Expressway Co.,Ltd.,Qingdao 266061,China;3.Xi'an Feihong Design Co.,Ltd.,Xi'an 710064,China);A Study on Surface Stripping Effect of Concrete Box Girder Floor Plate Due to Prestressed Tension[J];Highway;2009-09
7 JI Lin1,ZHAO Qilin2,DING Yong2(1.The Yangtze River Highway Bridge Construction Headquarters of Jiangsu Province,Taizhou Jiangsu 225321,China;2.Engineering Institute of Engineer Corps,PLA University of Science & Technology,Nanjing Jiangsu 210007,China);Discuss on Calculation of Principal Stress about Webs of Prestressed Box Girder Bridge[J];Journal of Highway and Transportation Research and Development;2010-06
8 SHEN Ming-yan , ZHONG Xin-gu , LIU Xue-wei (Key Laboratory of the Construction Process, Quality and Safety of Civil Engineering, Hunan University of Science & Technology, Xiangtan, Hunan 411201, China);EXPERIMENTAL STUDY ON THE LOSS OF VERTICAL PRESTRESS IN THE WEBS OF CONCRETE BOX GIRDERS[J];Engineering Mechanics;2010-09
9 HONG Xin-min,ZHONG Xin-gu SHEN Ming-yan(School of Civil Engineering,Hunan University of Science and Technology,Xiangtan 411201,China);Analysis on construction closure occasion of PC continuous rigid frame bridge[J];Journal of Railway Science and Engineering;2010-04
10 Li Li1,2,Ye Zhi-xiong1,2,Chen Yuan-kun1,2(1.School of Civil Engineering & Mechanics,Huazhong University of Science & Technology,Wuhan 430074,China;2.Hubei Key Laboratory of Control Structure,Huazhong University of Science & Technology,Wuhan 430074,China);Study on Slant Cracks on Webs of Prestressed Rigid Frame Bridge during Construction and its Reinforcement[J];Earthquake Resistant Engineering and Retrofitting;2010-05
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