Ultimate strength of horizontally curved composite I-girder bridge structural systems

Structural Stability Research Council - Proceedings 2005 Annual Stability Conference

Volumn , Issue , 2005, Pages 327-347

  Jung, S K ^a   White, D W ^a   Besliah, F ^b   Wright, W ^b  

^a GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

^b TURNER FAIRBANK HIGHWAY RESEARCH CENTER   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 32444441612     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

1. rd Edition with 2005 Interims, American Association of State and Highway Transportation Officials, Washington D.C.
2. AASHTO (2003). Guide Specifications for Horizontally Curved Steel Girder Highway Bridges, American Association of State and Highway Transportation Officials, Washington D.C.
3. ASCE (1971), "Survey of Curved Girder Bridges," Committee Correspondence, ASCE Task Committee on Flexural Members, Subcommittee on Curved Girders, June 17.
4. Chang, C.-J., White, D.W., Beshah, F. and Wright, W. (2005). "Design Analysis of Curved I-Girder Bridge Systems - An Assessment Of Modeling Strategies," Proc. of Annual Technical Session, SSRC, April 2005.
5. Chang, C.-J. (2005). "Object-Oriented Software System for Analysis of Curved 1-Girder Bridge Structures," Ph.D. dissertation, Georgia Institute of Technology, Atlanta, GA.
6. HKS (2003), ABAQUS/Standard Version 6.3-1, Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI.
7. Kennedy, D.J.L. and Baker, K.A. (1984). "Resistance Factors for Steel Highway Bridges," Canadian Journal of Civil Engineering, 11, 324-334.
8. Jung, S.-K. (2005). "Inelastic Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems," Ph.D. dissertation, Georgia Institute of Technology, Atlanta, GA.
9. Lee, J. and Fenves, G.L. (1998). "Plastic-Damage Model for Cyclic Loading of Concrete Structures," Journal of Engineering Mechanics, ASCE, 124(8), 892-900.
10. McManus, P.F. (1971). "Lateral Buckling of Curved Plate Girders," Ph.D dissertation, Camegie-Mellon University, 189 pp.
11. McEleney, W. (2004). National Steel Bridge Alliance, Personal communication.
12. White, D.W. and Grubb, M.A. (2005). "Unified Resistance Equations for Design of Curved and Tangent Steel Bridge I-Girders," TRB 6th International Bridge Engineering Conference, Transportation Research Board, 20 pp, to appear.