[1]
Wolchuk, R., Design Manual for Orthotropic Steel Plate Deck Bridges, AISC, (1963).
Google Scholar
[2]
Klöppel, K., Statische Versuche und Dauerversuche zur Frage der Bemessung von Flachblechen in orthotropen Platten, Der Stahlbau, 29. 12, pp.361-373, (1960).
Google Scholar
[3]
Gauger, H. -U., und Oxfort, J., Erweiterung der Berechnung von Stahlfahrbanen miet torsionssteifen Längsträgern für die Brückenklasse 60/30, Der Stahlbau 12, pp.353-358, (1983).
DOI: 10.1002/stab.199902170
Google Scholar
[4]
Graße, W., und Anke, J., Berechnung von Stahlfahrbahnen mit torsionssteifen Längsrippen für die Brückenklasse 30/30, Stahlbau 68, pp.666-674, (1999).
DOI: 10.1002/stab.199902170
Google Scholar
[5]
Wolchuk, R., Seminar on Orthotropic Bridges, notes, (2004).
Google Scholar
[6]
AASHTO LRFD Bridge Design Specifications, AASHTO, (2004).
Google Scholar
[7]
Eurocode 3 : Design of Steel Structures, Part 2 : Steel Bridges, CEN, (1997).
Google Scholar
[8]
Specifications for Highway Bridges, Part II Steel Bridges, Japan Road Association, (1976).
Google Scholar
[9]
Wolchuk, R., Lessons from Weld Cracks in Orthotropic Decks on Three European Bridge, Journal of Structural Engineering, 116(1), pp.75-84, (1988).
DOI: 10.1061/(asce)0733-9445(1990)116:1(75)
Google Scholar
[10]
Bruls, A., Common Synthesis Report : Measurements and Interpretation of Dynamic Loads on Bridges, Phase 4 : Fatigue Strength of Bridges, Brussels, (1995).
Google Scholar
[11]
De Corte, W., and Van Bogaert, Ph., Improvements to the analysis of floorbeams with additional web cutouts for orthotropic plated decks with closed continuous ribs, Steel and Composite Structures, 7(1), (2007).
DOI: 10.12989/scs.2007.7.1.001
Google Scholar
[12]
Wolchuk, R., Secondary Stresses in Closed Orthotropic Deck Ribs at Floor Beams, Journal of Structural Engineering, 118(2), 582-595, (1992).
DOI: 10.1061/(asce)0733-9445(1992)118:2(582)
Google Scholar
[13]
Bruls, A., Assessment of Fatigue Life of Orthotropic Steel Decks, IABSE Workshop : Remaining Fatigue Life of Steel Structures, pp.259-269, (1990).
Google Scholar
[14]
Szatmari, I., and Kiss, K., The Effect of Orthotropic Deck Geometry on Fatigue Behaviour, Proc. of the 9th Nordic Steel Construction Conference, pp.627-634, (2001).
Google Scholar
[15]
De Corte, W., Fatigue of Steel Orthotropic Plated Bridge Decks Subject to Traffic Loads, Ph D Thesis (in Dutch), (2005).
Google Scholar
[16]
Bocchieri, W.J., and Fisher J.W., Williamsburg Bridge Replacement Orthotropic Deck As Built Fatigue Test, ATLSS Report No. 98-04, (1998).
Google Scholar
[17]
Camo, S., and Ye, Q., Design and Testing for the Orthotropic Deck of the Bronx Whitestone Bridge, Proc. of the 2004 Orthotropic Bridge Conference, pp.616-624, (2004).
DOI: 10.4324/9780203017876-22
Google Scholar
[18]
E.J. Niemi, Recommendations concerning stress determination for fatigue analysis of welded components, International Institute of Welding, (1995).
Google Scholar
[19]
Kolstein, M.H., Fatigue Analysis of a Cracked Steel Deck Using Measured Stress Spectra and Full-Scale Laboratory Tests, Bridge Management 4, pp.584-591, (2000).
Google Scholar
[20]
Connor, R.J., and Fisher, J.W., Consistent Approach to Calculating Stresses for Fatigue Design of Welded Rib-to-Web Connections in Steel Orthtropic Bridge Decks, Journal of Bridge Engineering, 11(5), pp.517-525, (2006).
DOI: 10.1061/(asce)1084-0702(2006)11:5(517)
Google Scholar
[21]
Kruppe, J., Calibrating Fatigue Fracture Model by Observation of Welded Steel Deck Bridges with Cracks, Proc. of the 7th Int. Conf. Insp., Appr., Rep. & Maint. Of Build. and. Stru., (2001).
Google Scholar
[22]
Kiss, K., and Dunai, L., Fracture Mechanics based Fatigue Analysis of Steel Bridge Decks by Two-Level Cracked Models, Computers and Structures, 80, pp.2321-2331, (2002).
DOI: 10.1016/s0045-7949(02)00254-7
Google Scholar
[23]
Choi, D.H., Choi, H.Y., Chung, S.H., and Yoo, H., Mixed-mode fatigue crack growth in orthotropic steel decks, Key Engineering Materials 321-323, pp.733-738, (2006).
DOI: 10.4028/www.scientific.net/kem.321-323.733
Google Scholar
[24]
Wolchuk, R., Orthotropic Redecking of Bridges on the North American Continent, SEI 2, (1992).
Google Scholar