2American Association of State Highway and Transportation Officials. AASHTO LRFD Bridge Desige Desigen Specifi- cation. Interim Revisions. Washington, D.C.2005.
4Laman, J. A. , and Nowak, A. S. (1996). “Fatigue-load models for girder bridges. ”J. Struct. Eng. , 122(7) ,726 - 733.
5Schilling, C. G. “Stress cycles for fatigue design of steel bridges. ”J. Struct. Eng. , 110 (6), 1222 - 1234.
6Miner, M.A. ( 1945 ). “Cumulative damage in fatigue. ”.J. Appl. Mech., 12 (3), A159 - A164.
7Piya Chotickai and Mark D. Bowman. (2006)“Truck M- odels for Improved Fatigue Life Predictions of steel bridg- es” Journal of Bridge Engineering. , 11 ( l ) :71 - 80.
8American Association of State Highway and Transportati- on Offcials(AASHTO). Guide Specifications for Fatigue evaluation of Existing Steel Bridges. Washington. D.C. 1980.
