Guest Editorial: Structural Reliability in Bridge Engineering
Publication: Journal of Bridge Engineering
Volume 3, Issue 4
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References
1.
AASHTO LRFD bridge design specification. (1994). 1st Ed., American Association of State Highway and Transportation Officials, Washington, D.C.
2.
Enright, M. P., and Frangopol, D. M.(1998). “Service—life prediction of deteriorating concrete bridges.”J. Struct. Engrg., ASCE, 124(3), 309–317.
3.
Frangopol, D. M., and Estes, A. C.(1997). “Bridge maintenance strategies based on system reliability.”Struct. Engrg. Int., IABSE, Zurich, Switzerland, 7(3), 193–198.
4.
Frangopol, D. M., and Hearn, G., eds. (1996). Structural reliability in bridge engineering: design, inspection, assessment, rehabilitation and management. McGraw-Hill, New York.
5.
Mori, Y., and Ellingwood, B. (1993). “Methodology for reliability—based condition assessment: applications to concrete structures in nuclear power plants”NUREG/CR-6052, U.S. Nuclear Regulatory Commission, Washington, D.C.
6.
Nowak, A. S.(1995). “Calibration of LRFD bridge code.”J. Struct. Engrg., ASCE, 121(8), 1245–1252.
7.
Dan M. Frangopol, Fellow, ASCEProf., Dept. of Civ., Envir., and Arch. Engrg. University of Colorado at BoulderBoulder, CO 80309-0428 Michel Ghosn, Member, ASCEAssoc. Prof., Dept. of Civ. Engrg.City College of New York13 Street and Convent AvenueNew York, NY 10031 George Hearn, Member, ASCEAssoc. Prof., Dept. of Civ., Envir., and Arch. Engrg.University of Colorado at BoulderBoulder, CO 80309-0428 Andrzej S. Nowak, Fellow, ASCEProf., Dept. of Civ. and Envir. Engrg. University of MichiganAnn Arbor, MI 48109-2125
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Copyright © 1998 American Society of Civil Engineers.
History
Published online: Nov 1, 1998
Published in print: Nov 1998
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