References
- AASHTO . 2007 . LRFD Bridge Design Specifications, customary US units 2008 interim revisions , 4th ed. , Washington, DC : AASHTO .
- Bell , B. and Linzell , D. 2007 . Erection procedure effects on deformations and stresses in a large-radius, horizontally curved, I-girder bridge . Journal of Bridge Engineering , 12 ( 4 ) : 467 – 476 .
- Chavel , B. W. and Earls , C. J. 2006a . Construction of a horizontally curved steel I-girder bridge, part I: erection sequence . Journal of Bridge Engineering , 11 ( 1 ) : 81 – 90 .
- Chavel , B. W. and Earls , C. J. 2006b . Construction of a horizontally curved steel I-girder bridge, part II: inconsistent detailing . Journal of Bridge Engineering , 11 ( 1 ) : 91 – 98 .
- Choo , T. , Linzell , D. , Lee , J. and Swanson , J. 2005 . Response of a continuous, skewed, steel bridge during deck placement . Journal of Constructional Steel Research , 61 ( 5 ) : 567 – 586 .
- Coletti , D. and Yadlosky , J. . Behavior and analysis of curved and skewed steel girder bridges . 2005 World Steel Bridge – Symposium and Workshops . pp. 3 – 4 . Orlando, FL : National Steel Bridge Alliance .
- Davidson , J. , Keller , M. and Yoo , C. 1996 . Cross-frame spacing and parametric effects in horizontally curved I-girder bridges . Journal of Structural Engineering , 122 ( 9 ) : 1089 – 1096 .
- Domalik , D. , Shura , J. and Linzell , D. 2005 . Design and field monitoring of horizontally curved steel plate girder bridge . Transportation Research Board , 1928 : 83 – 91 .
- Galambos , T. , Hajjar , J. , Huang , W. , Pulver , B. , Leon , R. and Rudie , B. 2000 . Comparison of measured and computed stresses in a steel curved girder bridge . Journal of Bridge Engineering , 5 ( 3 ) : 191 – 199 .
- Galindez , N. 2009 . Levels of Lateral Flange Bending in Straight, Skewed and Curved Steel I-girder Bridges during Deck Placement, Ph.D. Dissertation , Morgantown, WV : West Virginia University .
- Grubb , M. . Design for concrete deck overhang loads . National Steel Construction Conference . pp. 12-1 – 12-21 . Washington, DC : American Institute of Steel Construction .
- Howell , T. and Earls , C. 2007 . Curved steel I-girder bridge response during construction loading: effects of web plumbness . Journal of Bridge Engineering , 12 ( 4 ) : 485 – 493 .
- Lee , J. and Fenves , G. 1998 . Plastic-damage model for cyclic loading of concrete structures . Journal of Engineering Mechanics , 124 ( 8 ) : 892 – 900 .
- Linzell , D. , Leon , R. and Zureick , A. 2004 . Experimental and analytical studies of a horizontally curved steel I-girder bridge during erection . Journal of Bridge Engineering , 9 ( 6 ) : 521 – 530 .
- Norton , E. , Linzell , D. and Laman , J. 2003 . Examination of response of a skewed steel bridge superstructure during deck placement . Transportation Research Record , 1845 : 66 – 75 .
- NSBA . 2002 . Design example 1: three-span continuous straight composite I-girder, part of the Steel Bridge Design Handbook , Chicago, IL : National Steel Bridge Alliance .
- Roddis , K. , Kriesten , M. and Liu , Z. 1999 . Torsional analysis for exterior girders , Lawrence, KS : Department of Transportation of Kansas . Report No. K-TRAN: KU-96-3
- Shura , J. and Linzell , D. . Behavior of a horizontally curved steel plate girder bridge during steel erection and deck placement . Annual Meeting of the TRB . pp. 9 – 10 . Washington, DC : Transportation Research Board .
- Sun , E. . Shear locking and hourglassing in MSC Nastran, Abaqus and Ansys . MSC Software Corporation's 2006 Americas Virtual Product Development Conference: Evolution to Enterprise Simulation . July 17–19 . pp. 2 – 4 . Huntington Beach, CA : MSC Software .