ASSESSMENT ON WEB SLOPE OF TRAPEZOIDAL RIB IN ORTHOTROPIC DECKS USING FEM
Abstract
Keywords
References
- [1] Jong, F.B.P. de “Renovation Techniques for Fatigue Cracked Orthotropic Steel Bridge Decks”, Dissertation, Technical University Delft, 2007.
- [2] Gimsing, N.J. and Georgakis, C.T., “Cable Stayed Bridges Concept and Design” 3rd ed., Wiley Press, United Kingdom, 2011.
- [3] Fujino, Y. and Yoshida, Y., “Wind-Induced Vibration and Control of Trans-Tokyo Bay Crossing Bridge”, Journal of Structural Engineering, 1012-1025, 2002.
- [4] Virlogeux, M. “The Viaduct over the River Tarn”, Conference Proceedings Steelbridge OTUA Paris, 145-164, 2004.
- [5] Fettahoglu A., “Arranging thicknesses and spans of orthotropic deck for desired fatigue life and design category”, International Journal of Advances in Engineering & Technology, 2013.
- [6] Fettahoglu A., “A FEA Study Conforming Recommendations of DIN FB 103 Regarding Rib Dimensions and Cross-Beam Span”, International Journal of Civil Engineering Research, 2013.
- [7] Deutsches Institut für Normung, “DIN FB 103: Stahlbrücken”, Beuth Press, Berlin, 2003.
- [8] US Department Of Transportation Federal Highway Administration, “Report No: IF-12-027: Manual for Design, Construction, and Maintenance of Orthotropic Steel Deck Bridges”, 2012.
Details
Primary Language
English
Subjects
-
Journal Section
Research Article
Authors
Abdullah Fettahoğlu
This is me
Türkiye
Publication Date
March 1, 2014
Submission Date
July 13, 2013
Acceptance Date
September 20, 2013
Published in Issue
Year 2014 Volume: 32 Number: 1