Guidelines for Analysis Methods and Construction Engineering of Curved and Skewed Steel Girder Bridges (2012)

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155 AASHTO (2010). AASHTO LRFD Bridge Design Specifications, 5th Edition with 2010 Interim Revisions, American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO (2010b). AASHTO LRFD Bridge Construction Specifications, 3rd Edition with 2010 and 2011 Interim Revisions, American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO/NSBA (2011). Guidelines for the Analysis of Steel Girder Bridges, G13.1, AASHTO/NSBA Steel Bridge Collaboration, American Association of State Highway and Transportation Officials, Washington, D.C. and National Steel Bridge Alliance, Chicago, IL. AASHTO/NSBA (2007). Steel Bridge Erection Guide Specification, S10.1, AASHTO/NSBA Steel Bridge Collaboration, American Association of State Highway and Transportation Officials, Washington, D.C. and National Steel Bridge Alliance, Chicago, IL. AASHTO/NSBA (2006). Guidelines for Design Details, G1.4, AASHTO/NSBA Steel Bridge Collaboration, American Association of State Highway and Transportation Officials, Washington, D.C. and National Steel Bridge Alliance, Chicago, IL. AASHTO/NSBA (2003). Guidelines for Design for Constructibility, G12.1, AASHTO/NSBA Steel Bridge Collaboration, American Association of State Highway and Transportation Officials, Washington, D.C. and National Steel Bridge Alliance, Chicago, IL. Ahmed, M.Z. and Weisberger, F.E. (1996). “Torsion Constant for Matrix Analysis of Structures Including Warping Effect,” International Journal of Solids and Structures, Elsevier, 33(3), 361–374. Bridgesoft, Inc. (2010). “STLBRIDGE, Continuous Steel Bridge Design,” http://bridgesoftinc.com/ Chang, C.-J. (2006). “Construction Simulation of Curved Steel I-Girder Bridges,” doctoral dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 340 pp. Chang, C.-J. and White, D.W. (2008). “Construction Simulation of Curved Steel I-Girder Bridge Systems,” report to Federal Highway Administration, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 285 pp. Chavel, B.W. (2008). “Construction and Detailing Methods of Horizontally Curved Steel I-Girder Bridges,” Ph.D. dissertation, Swanson School of Engineering, University of Pittsburgh, Pittsburgh, PA, 357 pp. Dykas, J. (2012). “Field Measurements during Erection of Ramp B Bridge Over I-40,” master’s thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, May. Fan, Z.F. and Helwig, T. (2002) “Distortional Loads and Brace Forces in Steel Box Girders,” ASCE Journal of Structural Engineering, V. 128, No. 6, June 2002, pp. 710–718. Fan, Z.F. and Helwig, T. (1999). “Behavior of Steel Box Girders with Top Flange Bracing,” Journal of Structural Engineering, August 1999, ASCE, pp. 829–837. Grubb, M. (1984). “Horizontally Curved I-Girder Bridge Analysis: V-Load Method,” Transportation Research Record 289, 1984, pp. 26–36. Hall, D.H., Grubb, M.A., and Yoo, C.H. (1999). NCHRP Report 424: Improved Design Specifications for Horizon- tally Curved Steel Girder Highway Bridges, Transportation Research Board, NRC, Washington, D.C. Helwig, T. (2012). “Bracing System Design,” Steel Bridge Design Handbook, Office of Bridge Technology, Federal Highway Administration. Helwig, T., Yura, J., Herman, R., Williamson, E., and Li, D. (2007). “Design Guidelines for Steel Trapezoidal Box Girder Systems,” Technical Report No. FHWA/TX-07/0-4307-1. Center for Transportation Research, University of Texas at Austin, TX, 84 pp. Jimenez Chong, J.M. (2012). “Construction Engineering of Steel Tub-Girder Bridge Systems for Skew Effects,” Ph.D. dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 276 pp. References and Bibliography

156 Guidelines for Analysis Methods and Construction Engineering of Curved and Skewed Steel Girder Bridges Jung, S.K. (2006) “Inelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems,” doctoral dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 811 pp. Jung, S.K. and White, D.W. (2008) “Inelastic Strength Behavior of Horizontally Curved Composite I-Girder Bridge Structural Systems,” report to Federal Highway Administration, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 731 pp. Krupicka, G. and Poellot, B. (1993). “Nuisance Stiffness,” Bridgeline, 4(1), HDR Engineering, Inc., 3 pp. LARSA (2010). “LARSA 4D, The Complete Software for Bridge Engineering,” http://www.larsa4d.com/products/ larsa4d.aspx MASTAN2 (2011).” MASTAN2, Interactive Structural Analysis Program that Provides Preprocessing, Analysis, and Postprocessing Capabilities,” http://www.mastan2.com/ McGuire, W., Gallagher, R.H,, and Ziemian, R.D. (2000). Matrix Structural Analysis, 2nd Edition, Wiley, NY. MDX (2011). “MDX Software, The Proven Steels Bridge Design Solution,” http://www.mdxsoftware.com/ NCDOT (2006). Computing Non-Composite Dead Load Deflections on Steel Bridges, Memorandum to Project Engineers and Project Design Engineers, G.R. Perfetti, State Bridge Design Engineer, North Carolina Department of Transportation, October 19, 2006, http://www.ncdot.org/doh/preconstruct/highway/structur/ polmemo/m101906.pdf NHI (2011). “Analysis and Design of Skewed and Curved Steel Bridges with LRFD, Reference Manual,” NHI Course No. 130095, Publication No. FHWA-NHI-10-087, National Highway Institute, Federal Highway Administration, 1,476 pp. NSBA (1996). “V-Load Analysis and Check (VANCK), User Manual, Version 1.0,” National Steel Bridge Alliance and American Institute of Steel Construction. Ozgur, C. (2011). “Influence of Cross-Frame Detailing on Curved and Skewed Steel I-Girder Bridges,” Ph.D. dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 398 pp. PennDOT (2004). Steel Girder Bridges Lateral Bracing Criteria and Details, BD-620M, Pennsylvania Department of Transportation, http://www.dot.state.pa.us/Internet/BQADStandards.nsf/bd2005?openfrm Poellot, W. (1987). “Computer-Aided Design of Horizontally Curved Girders by the V-Load Method.” Engineering Journal, AISC, Vol. 24, No. 1, First Quarter 1987, pp. 42–50. Richardson, G. and Associates (1963). “Analysis and Design of Horizontally Curved Steel Bridge Girders,” United States Steel Structural Report, ADUSS 88-6003-01. RISA (2011). “Superior Structural Engineering Software for Analysis and Design,” RISA Technologies LLC,” http://www.risatech.com/ Sanchez, T.A. (2011). “Influence of Bracing Systems on the Behavior of Steel Curved and/or Skewed I-Girder Bridges during Construction,” Ph.D. dissertation, School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA, 335 pp. Tung, D. and Fountain, R. (1970). “Approximate Torsional Analysis of Curved Box Girders by the M/R-Method,” AISC Engineering Journal, July 1970, AISC, pp. 65–74. TxDOT (2005). Preferred Practices for Steel Bridge Design, Fabrication and Erection, Texas Steel Quality Council and Texas Department of Transportation, Austin, TX, 37 pp. United States Steel Corporation (1965), “Highway Structures Design Book,” ADUSS 88-1895-01, Vol. 1. White, D.W., Zureick, A.H., Phoawanich, N.P., and Jung, S.K. (2001). “Development of Unified Equations for Design of Curved and Straight Steel Bridge I Girders,” Final Report to AISI, PSI Inc. and FHWA, October, 547 pp. Yura, J., Helwig, T., Herman, R., and Zhou, C. (2008). “Global Lateral Buckling of I-Shaped Girder Systems,” Journal of Structural Engineering, 134(9), 1,487-1,494. Zureick, A., Naqib, R., and Yadlosky, J.M. (1994). “Curved Steel Bridge Research Project,” Interim Report I, Synthesis, FHWA Contract No. DT FG61-93-C-00136, FHWA, McLean, VA, December.