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《China Journal of Highway and Transport》 1992-01
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Displacement Method for Skew Continuous Rigid Frame and Continuous Girder Bridge

Zhang Changlin (The Second Institute of Highway Surveying and Designing of Ministry of Communications,Wuhan)  
Based on the schemes of different support conditions of skew bridges,, the rotation displacement and torsion equations are derived,and internal force equations of skew beam due to linear displacement,angular displacement and torsion angle are given.The internal force equations of skew bridge under concentrated load or uniform load are also given.Finally an example is given for calculation procedure of skew continuous rigid frame and skew continuous girder.
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【References】
Chinese Journal Full-text Database 1 Hits
1 JIANG Zhi-gang (Engineer College,National University of Defence Science and Technolo gy,Changsha 410003,China);Stiffness method for skew curved bridges[J];重庆交通学院学报;2001-02
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Xia Gan (Southeast University,Nanjing);Three Moment Equation and Analyses on Skew Continuous Girder[J];中国公路学报;1990-02
【Co-citations】
Chinese Journal Full-text Database 6 Hits
1 WANG Rong hui 1, ZHANG Jun ping 1,QIU Bo 2 (1 Department of Civil Engineering, South China Construction University, Guangzhou 510405, China; 2 College of Civil Engineering, Hunan University, Changsha 410082, China);An inclined plate beam finite element method of spatial computation for skew thin walled box girder[J];中国公路学报;2000-03
2 HUANG Ping ming(College of Highway Engineering, Xi'an Highway University, Xi'an 710064, China);An unified model for continuous skew box girder bridges[J];中国公路学报;1999-02
3 Liu Haiqing[Fujian Provincial Communications Planning & Design Institute, Fuzhou, 350004];The Structure Type and Analysis of Single beam Skew Continuous Girder[J];中国公路学报;1999-01
4 Xia Gan (Southeast University, Nanjing);Moment Distribution Method on Skew Structures[J];重庆交通学院学报;1992-03
5 Zhang Changlin (The Second Institute of Highway Surveying and Designing of Ministry of Communications,Wuhan);Displacement Method for Skew Continuous Rigid Frame and Continuous Girder Bridge[J];中国公路学报;1992-01
6 Xia Gan Institute of Transportation Engineering;Four-Moment Equation and Its Application in Analysis on Skew Rigid Frame[J];东南大学学报;1991-05
【Co-references】
Chinese Journal Full-text Database 2 Hits
1 Jiang Zhigang[Department of Teaching and Research, Engineer College of Changsha, 410003];Displacement Method for Curved Continuous Rigid Frame and Continuous Girder Bridge[J];中国公路学报;1998-04
2 Zhang Changlin (The Second Institute of Highway Surveying and Designing of Ministry of Communications,Wuhan);Displacement Method for Skew Continuous Rigid Frame and Continuous Girder Bridge[J];中国公路学报;1992-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 Tian Shiqing;Cao Hong;Wang Junxin;Zhang Minghui;Chongqing Qiaodu Bridge Technology Co.Ltd.;;Automatic Monitoring System for Displacement of Pier and Beam of Curved Bridge[J];重庆交通大学学报(自然科学版);2015-04
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