1 ChangQing Miao, "Temperature gradient and its effect on flat steel box girder of long-span suspension bridge" Springer Science and Business Media LLC 56 (56): 1929-1939, 2013
2 Zhang, Q. H., "Review on fatigue problems of orthotropic steel bridge deck" 30 (30): 14-30, 2017
3 오창국, "Proposed Revisions to Fatigue Provisions of Orthotropic Steel Deck Systems for Long Span Cable Bridges" 한국강구조학회 14 (14): 811-819, 2014
4 Ye Xia, "Optimization of Design Details in Orthotropic Steel Decks Subjected to Static and Fatigue Loads" SAGE Publications 2331 (2331): 14-23, 2013
5 Connor, R., "Manual for design, construction, and maintenance of orthotropic steel deck bridges" US Department of Transportation Federal Highway Administration 2012
6 Wang, G., "Influence of temperature action on the fatigue effect of steel deck with pavement" 33 (33): 115-123, 2016
7 T GUO, "Influence of ambient temperature on the fatigue damage of welded bridge decks" Elsevier BV 30 (30): 1092-1102, 2008
8 AASHTO, "Guide specification for fatigue evaluation of existing steel bridge"
9 Qing-Hua Zhang, "Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks" Elsevier BV 114 : 110-118, 2015
10 Heng, J., "Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs" 22 (22): 04017059-, 2017
1 ChangQing Miao, "Temperature gradient and its effect on flat steel box girder of long-span suspension bridge" Springer Science and Business Media LLC 56 (56): 1929-1939, 2013
2 Zhang, Q. H., "Review on fatigue problems of orthotropic steel bridge deck" 30 (30): 14-30, 2017
3 오창국, "Proposed Revisions to Fatigue Provisions of Orthotropic Steel Deck Systems for Long Span Cable Bridges" 한국강구조학회 14 (14): 811-819, 2014
4 Ye Xia, "Optimization of Design Details in Orthotropic Steel Decks Subjected to Static and Fatigue Loads" SAGE Publications 2331 (2331): 14-23, 2013
5 Connor, R., "Manual for design, construction, and maintenance of orthotropic steel deck bridges" US Department of Transportation Federal Highway Administration 2012
6 Wang, G., "Influence of temperature action on the fatigue effect of steel deck with pavement" 33 (33): 115-123, 2016
7 T GUO, "Influence of ambient temperature on the fatigue damage of welded bridge decks" Elsevier BV 30 (30): 1092-1102, 2008
8 AASHTO, "Guide specification for fatigue evaluation of existing steel bridge"
9 Qing-Hua Zhang, "Fatigue tests and fatigue assessment approaches for rib-to-diaphragm in steel orthotropic decks" Elsevier BV 114 : 110-118, 2015
10 Heng, J., "Fatigue performance of rib-to-deck joints in orthotropic steel decks with thickened edge U-ribs" 22 (22): 04017059-, 2017
11 Z.H. Qian, "Fatigue failure of welded connections at orthotropic bridges" Gruppo Italiano Frattura 3 (3): 105-112, 2009
12 Tang, L., "Fatigue experimental study of a full-scale steel orthotropic deck model" 47 (47): 112-122, 2014
13 Kozy, B. M., "Fatigue design of orthotropic steel bridges" ASCE 541-553, 2010
14 Zhongqiu Fu, "Fatigue Performance of Roof and U-Rib Weld of Orthotropic Steel Bridge Deck with Different Penetration Rates" American Society of Civil Engineers (ASCE) 22 (22): 04017016-, 2017
15 Samol Ya, "Fatigue Evaluation of Rib-to-Deck Welded Joints of Orthotropic Steel Bridge Deck" American Society of Civil Engineers (ASCE) 16 (16): 492-499, 2011
16 Chong Wu, "Fatigue Behavior Assessment Method of the Orthotropic Steel Deck for a Self-anchored Suspension Railway Bridge" Elsevier BV 161 : 91-96, 2016
17 Zhongqiu Fu, "Experimental Study on the Fatigue Performance of Roof and U-rib Welds of Orthotropic Steel Bridge Decks" 대한토목학회 22 (22): 270-278, 2018
18 Shigenobu Kainuma, "Experiment on fatigue behavior of rib-to-deck weld root in orthotropic steel decks" Elsevier BV 119 : 113-122, 2016
19 Bohai Ji, "Evaluation on root-deck fatigue of orthotropic steel bridge deck" Elsevier BV 90 : 174-183, 2013
20 "Design of steel stuctures−Part 1-9: Fatigue, BS EN 1993-1-19:2005"