Albrecht, P. and Naeemi, A. H. (1984).Performance of weathering steel in bridges. National Cooperative Highway Research Program, Report 272, Transportation Research Board, National Research Council, Washington, DC.
BS 5950 (1985).Structural use of steel work in building. Part 1, Code of Practice for Design in Simple and Continuous Construction, Hot Rolled Sections, British Standard Institution, London, UK.
Czarnecki, A. A. and Nowak, A. S. (2008). “Time-variant reliability profiles for steel girder bridges.”Structural Safety
, 30(1), pp. 49–64.CrossRef
Fontana, M. G. (1987).Corrosion engineering. McGraw Hill Book Company, New York, N.Y., USA.
Gallon, M. J. (1993).Managing structural corrosion in chemical plants. New Steel Construction, ICI Engineering, UK.
Horne, M. R. (1971).Plastic theory of structure. Thomas Melson and Sons, Ltd., England.
Johnston, B. G. (1976).Guide to stability design criteria for metal structures. Third Edition, John Wiley & Sons, New York, USA.
Kayser, J. R. and Nowak, A. S. (1987). “Evaluation of corroded steel bridges.”Proc. Structures Congress Related to Bridge and Transmission Line Structures, American Society of Civil Engineers, Orlando, Florida, pp. 35–47.
Kayser, J. R. and Nowak, A. S. (1989). “Capacity loss due to corrosion in steel-girder bridges.”Journal of Structural Engineering
, ASCE, 115(6), pp. 1525–1537.CrossRef
Koch, G. H., Brongers, M. P. H., Thompson, N. G., Virmani, Y. P., and Payer, J. H. (2002).Corrosion cost and preventive strategies in the United States. Report. No. FHWA-RD-01-156, Office of Infrastructure Research and Development, Federal Highway Administration, Mclean, VA, USA.
Komp, M. E. (1987). “Atmospheric corrosion rating of weathering steel-calculations and significance.”Materials Performance, 26(7), pp. 42–44.
Kulicki, J. M., Prucs, Z., Sorgenfrei, D. F., and Mertz, D. R. (1990).Guidelines for evaluating corrosion effects in existing steel bridges, National Cooperative Highway Research Program, Report No. 333, Transportation Research Board, National Research Council, Washington, DC.
Lay, M. G. (1950). “Flange local buckling in wide-flange shape.Journal of the Structural Division, ASCE, 91(6), pp. 95–116.
Rahgozar, R. and Smith, J. W. (1997). “Fatigue endurance of steel structures subjected to pitting corrosion.Proc. Fourth International Conference on Civil Engineering, Sharif University of Technology, Iran, pp. 237–246.
Rahgozar, R. (1998).Fatigue endurance of steel structures subjected to corrosion. PhD Thesis, Department of Civil Engineering, University of Bristol, UK.
Rahgozar, R., Khalaghi, A. R., and Javanmardi, R. (2006). “Fatigue notch factor in steel bridges due to corrosion.”Proc. Seventh International Congress on Civil Engineering, Tarbiat Modares University, Tehran, Iran, pp. 46–53.
Rahgozar, R. (2009). “Remaining capacity assessment of corrosion damaged beams using minimum curves.”Journal of Constructional Steel Research
, 65(2), pp. 299–307.CrossRef
Stowell, E. Z., Heimerl, G. J., Libove, C., and Lundquist, E. E. (1952). “Buckling stresses for flat plates and sections.”Transaction of ASCE, 117, pp. 545–578.
Timoshenko, S. P. and Gere, J. M. (1961).Theory of elastic stability. McGraw-Hill Book Co., Inc., New York, N. Y., USA.
Townsend, H. E. and Zoccola, J. C. (1982). “Eight year atmospheric corrosion performance of weathering steel in industrial rural and marine environments.”Atmospheric Corrosion of Metals, American Society for Testing and Materials, 767, pp. 45–59.
Trahair, N. S., Bradford, M. A., and Nethercot, D. A. (2001).The behavior and design of steel structures to BS5950, Third Edition-British. Spon Press, Taylor & Francis Group, London.