Books on the topic 'Iron and steel Testing'

Hag-Elsafi, Osman. Load testing for bridge rating: Route 32 over Plattekill Creek. Albany, N.Y: Transportation Research and Development Bureau, New York State Dept. of Transportation, 2006.

Moses, F. Fatigue evaluation procedures for steel bridges. Washington, D.C: Transportation Research Board, National Research Council, 1987.

Crosley, P. B. Acceptance criteria for steel bridge welds. Washington, D.C: Transportation Research Board, National Research Council, 1990.

Eremeev, P. G. Prostranstvennye tonkolistovye metallicheskie konstrukt︠s︡ii pokrytiĭ. Moskva: Assot︠s︡iat︠s︡ii︠a︡ stroitelʹnykh vuzov, 2006.

Doboku Kenkyūjo (Japan). Kōzōbutsu Mentenansu Kenkyū Sentā. Kyōryō Kōzō Kenkyū Gurūpu. Kōshōban dekkipurēto shinten kiretsu no chōsa no tame no chōonpa tanshō manyuaru (an). Tsukuba-shi: Doboku Kenkyūjo, 2009.

Tilley, Matthew R. Dynamic analysis and testing of a curved girder bridge. Charlottesville, Va: Virginia Transportation Research Council, 2006.

IABSE Workshop (1990 Lausanne, Switzerland). IABSE Workshop, Lausanne, 1990: Remaining fatigue life of steel structures : report. Zürich, Switzerland: International Association for Bridge and Structural Engineering, 1990.

Brophy, Joseph W. Automated imaging system for bridge inspection. [Washington, DC]: U.S. Dept. of Transportation, Federal Highway Administration, 1988.

Škaloud, Miroslav. Experimental research on the limit state of the plate elements of steel bridges. Praha: Academia nakl. Československé akademie věd, 1985.

W, Nichols R., Crutzen S, Programme for the Inspection of Steel Components., Commission of the European Communities. Joint Research Centre. Ispra Establishment., OECD Nuclear Energy Agency, and PISC Symposium (1986 : Varese, Italy), eds. Ultrasonic inspection of heavy section steel components: The PISC II final report. London: Elsevier Applied Science, 1988.

Mufti, Aftab A. Strength evaluation by testing of an old t-beam bridge. Downsview: Research and Development Branch, Ontario Ministry of Transportation, 1991.

Lu, Yue Qing. The flexural behaviour of concrete-filled hollow structural sections. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1992.

Hartnagel, Bryan A. Pier moment-rotation of compact and noncompact HPS70W I-girders. Fargo, N.D: Mountain-Plains Consortium, 2003.

Vila, Real Paulo, and European Convention for Constructional Steelwork, eds. Fire design of steel structures: Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design. Berlin: ECCS, 2010.

Uppal, A. Shakoor. Acoustic emission monitoring of fatigue cracks on the fast steel bridge. Pueblo, Colorado: Transportation Technology Center, Inc, a subsidiary of the Association of American Railroads, 2005.

Establishment, Building Research, Norges geotekniske institutt, Ove Arup & Partners., and Great Britain. Dept. of Energy., eds. Comparison of British and Norwegian research on the behaviour of piles as anchors for buoyant structures: Test carried out by the Building Research Establishment and the Norwegian Geotechnical Institute : report. London: H.M.S.O., 1987.

Medhekar, Manoj S. Seismic evaluation of steel buildings with concentrically braced frames. Edmonton, Alta., Canada: Dept. of Civil and Environmental Engineering, University of Alberta, 1997.

Visnapuu, A. Damping properties of selected steels and cast irons. [Pittsburgh, Pa.]: U.S. Dept. of the Interior, Bureau of Mines, 1987.

Rahmani, M. Hydrodynamic modeling of corrosion of carbon steels and cast irons in sulfuric acid. Houston, TX: Published for the Materials Technology Institute of the Chemical Process Industries by the National Association of Corrosion Engineers, 1992.

Foecke, Tim. Metallurgy of the RMS Titanic. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, Materials Science and Engineering Laboratory, 1998.

Woldegiorgis, Berhanu F. Some behavioural aspects of composite trusses. Edmonton, Alta., Canada: Dept. of Civil Engineering, University of Alberta, 1994.

FRP setchaku ni yoru kōkōzōbutsu no hoshū, hokyō gijutsu no saisentan. Tōkyō: Doboku Gakkai, 2012.

Venture, SAC Joint. Interim guidelines: Evaluation, repair, modification and design of welded steel moment frames. Sacramento, Calif: SAC Joint Venture, 1995.

Committee, SAC Joint Venture Guidelines Development. Interim guidelines advisory no. 1, supplement to FEMA-267 interim guidelines: Evaluation, repair, modification and design of welded steel moment frames. [Washington, D.C.]: Federal Emergency Management Agency, 1997.

Hiser, A. L. Size effects on J-R curves for a 302-B plate. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1989.

Hiser, A. L. Size effects on J-R curves for a 302-B plate. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1989.

Chernenko, Diana E. An analysis of the performance of welded wide flange columns. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1988.

Midorikawa, Mitsumasa. Earthquake response analysis of full-scale six-story concentrically k-braced steel building: Part of the U.S./Japan Cooperative Research Program. Tsukuba-shi, Japan: Building Research Institute, Ministry of Construction, 1989.

Helmicki, Arthur J. Instrumentation of the US Grant Bridge for monitoring of fabrication, erection, in-service behavior, and to support management, maintenance, and inspection. Columbus: Ohio Dept. of Transportation, Research, 2013.

Hosford, William F. Iron and steel. Cambridge: Cambridge University Press, 2012.

Nixon, Brian. Iron and steel. Lancs: GSN, 1987.

Division, Indian Bureau of Mines Ore Dressing. Iron & steel, vision 2020. Nagpur: Ore Dressing Division, Indian Bureau of Mines, Ministry of Mines, Government of India, 2011.

Clinch, Richard P. International iron & steel markets. [Cleveland Heights, Ohio]: Leading Edge Reports, 1988.

Canada. Industry, Science and Technology Canada. Primary iron and steel. Ottawa: Industry, Science and Technology Canada, 1988.

Lewin, Rod. Steel spine, iron will. Dallas, Tex: Boomerang Books, 1991.

Perry, Brian. Iron and steel making. Bilston: Midland IndependentSteel Training Association, 1985.

Steel tracks - iron men. London: Robert Hale, 2006.

Stanisław, Prowans, ed. Prace Instytutu Inżynierii Materiałowej: Odlewni doświadczalnej. Szczecin: Wydawn. Uczelniane Politechniki Szczecińskiej, 1985.

Naturnye ispytanii͡a︡, instrumentalʹnye nabli͡u︡denii͡a︡ i kontrolʹ stroitelʹnykh metallokonstrukt͡s︡ii pri vozvedenii i ėkspluatat͡s︡ii inzhenernykh soooruzheniĭ: Sbornik nauchnykh trudov. Moskva: T͡S︡entr. nauchno-issl. in-t stroit. metallokonstrukt͡s︡iĭ im. Melʹnikova, 1990.

Metallicheskie konstrukt͡s︡ii i ispytanii͡a︡ sooruzheniĭ: Mezhvuzovskiĭ tematicheskiĭ sbornik trudov. Leningrad: Leningradskiĭ inzhenerno-stroit. in-t, 1991.

M, Graham S., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., and Oak Ridge National Laboratory, eds. Dynamic fracture initiation toughness of ASTM A533, Grade B steel plate. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

M, Graham S., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., Oak Ridge National Laboratory, and U.S. Nuclear Regulatory Commission., eds. Dyanmic fracture initiation toughness of ASTM 1533, Grade B steel plate. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1998.

M, Graham S., U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering Technology., United States Naval Academy, Vector Research Inc, and Oak Ridge National Laboratory, eds. Dynamic fracture initiation toughness of ASTM A533, Grade B steel plate. Washington, DC: Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1999.

National Research Council (U.S.). Transportation Research Board., ed. Steel, concrete, and wood bridges. Washington, D.C: National Academy Press, 1995.

T, Taylor T., Doctor S. R, U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., and Pacific Northwest Laboratory, eds. Statistically based reevaluation of PISC-II round robin test data. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

DePiero, Anthony H. High cycle fatigue modeling and analysis for deck floor truss connection details. 1997.

V, Galambos T., National Research Council (U.S.). Transportation Research Board., and National Cooperative Highway Research Program., eds. Inelastic rating procedures for steel beam and girder bridges. Washington, D.C: Transportation Research Board, National Research Council, 1993.

Fire Design of Steel Structures. Wiley-VCH Verlag GmbH, 2015.

Rehabilitation of Metallic Civil Infrastructure Using Fiber Reinforced Polymer Composites: Types Properties and Testing Methods. Elsevier Science & Technology, 2014.

H, Frank Karl, National Research Council (U.S.). Transportation Research Board., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Notch toughness variability in bridge steel plates. Washington, D.C: National Academy Press, 1993.