http://worldcat.org/entity/work/id/55975886

Steel, concrete, and wood bridges

Transportation Research Record 1476 contains the following papers: Load rating and ultimate capacity evaluation of compact steel girder bridges (BarkerMG); Span capability of noncompact composite steel bridge beams (Tabsh, SW and Marchese, D); Experimental verification of load and resistance factor inelastic design limits (Hartnagel, BA, Barker, MG and Weber, DC); applications of high-strength concrete to long-span prestressed bridge girders (Ahlborn, TM, French, CE and Leon, RT); Dynamic vehicle loading on a slab bridge usin multiple actuators (Roschke, PN); Seismic retrofitting of bridge substructures (Saunders, TD, Cahill, JA, McLean, DI, Marsh, ML and Ho, C); Identification of railway bridges using traffic-induced vibrations (Uzgider, E, Sanli, AK, Piroglu, F and Caglayan, BO); Dynamic modeling of bridges: Observations from field testing (Casas, JR); Dynamic load spectra for girder bridges (Nassif, HH and Nowak, AS); Effect of varying foundation stiffness on seismically induced loads in bridge bents: A sensitivity study (Cook, TL, Brudette, EG, Graves, RL, Goodpasture, DW and Deatherage, JH); guide specifications strength capacity rating of existing girder bridges (Barker, MG); Controlled load tests on a four-girder steel bridge (Deatherage, JH, Sanders, MD, Goodpasture, DW and Burdette, EG); Field study of lingitudinal movements in composite bridges (Pentas, HA); Avent, RR, gopu, VKA and Rebello, KJ); Issues in rating steel-stringer bridges (Aktan, AE, Farhey, DM and Dalal, V); Systematic evaluation of structural deterioration in underwater bridge substructures (fugler, MD, Avent, RR and Alawady, M); Creep analysis of hybrid integral bridges (Siros, KA and Spyrakos, CC); Field evaluation of concrete bridge decks reinforced with epoxy- coated steel in Indiana (Hasan, HO, ramirez, JA and cleary, DB); Analysis of in-service jointless bridges (Thippeswamy, HK and GangaRao, HVS); computationally efficient method for inclusino of nonprismatic member properties in a practical bridge analysis procedure (Fenske, TE, Yener, M, Liu, D and Fenske, SM); Twenty-five-year performance history of interlayer membranes on bridge decks in Kansas (Wojakowski, J and Hossain, M); Behavior of a red oak stress-laminated bridge in Rhode Island (Dober-Young, E and Tsiatas, G).

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