Books on the topic 'Iron and steel Testing'

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. 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. Division of Engineering Technology, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1999.

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

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

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

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. Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

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

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

Škaloud, Miroslav. Experimental research on the limit state of the plate elements of steel bridges. 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. Elsevier Applied Science, 1988.

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. Transportation Research Board, National Research Council, 1993.

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

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

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. National Academy Press, 1993.

C, Clear Kenneth, National Research Council (U.S.). Transportation Research Board., American Association of State Highway and Transportation Officials., and United States. Federal Highway Administration., eds. Performance of epoxy-coated reinforcing steel in highway bridges. Transportation Research Board, National Research Council, 1995.

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

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

G, Driver Robert, ed. Seismic behaviour of steel plate shear walls. Dept. of Civil and Environmental Engineering, University of Alberta, 1997.

Michael, Ciolek, United States. Environmental Protection Agency. Emissions, Monitoring, and Analysis Division., Emissions Measurement Center (U.S.), and Eastern Research Group Inc, eds. Integrated iron and steel industry final report: Manual testing : LTV Steel Company, Indiana Harbor Works, East Chicago, Illinois. Emissions Measurement Center, Emission, Monitoring and Analysis Division, Office of Air Quality Planning and Standards, U.S. Environmental Protection Agency, 1999.

Michael, Ciolek, United States. Environmental Protection Agency. Emissions, Monitoring, and Analysis Division., Emissions Measurement Center (U.S.), and Eastern Research Group Inc, eds. Integrated iron and steel industry final report: Manual testing : LTV Steel Company, Indiana Harbor Works, East Chicago, Illinois. Emissions Measurement Center, Emission, Monitoring and Analysis Division, Office of Air Quality Planning and Standards, U.S. Environmental Protection Agency, 1999.

Michael, Ciolek, Eastern Research Group Inc, United States. Environmental Protection Agency. Emissions, Monitoring and Analysis Division., and Emissions Measurement Center (U.S.), eds. Integrated iron and steel industry final report: Manual testing, LTV Steel Company, Indiana Harbor Works, East Chicago, Illinois. Emissions Measurement Center, Emissions, Monitoring and Analysis Division, Office of Air Quality Planning and Standards, U.S. Environmental Protection Agency, 1999.

Great Britain. Department of Energy., Building Research Establishment, Norges Geotekniske Institutt, and Ove Arup and Partners, eds. Comparison of British and Norwegian research on the behaviour of piles as anchors for buoyant structures: Tests carried out by theBuilding Research Establishment and the Norwegian Geotechnical Institute. H.M.S.O., 1987.

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. H.M.S.O., 1987.

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

Harman, K. A. A study of metal truss plate connectors when exposed to fire. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2007.

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

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

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

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

Luís, Borges, Davaine Laurence 1975-, European Convention for Constructional Steelwork, and Associação Portuguesa de Construcao Metalica e Mista, eds. Fatigue design of steel and composite structures: Eurocode 3: Design of Steel Structures, Part 1-9 Fatigue, Eurocode 4: Design of Composite Steel and Concrete Structures. European Convention for Constructional Steelwork, 2011.

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. ECCS, 2010.

Venture, SAC Joint. Interim guidelines: Evaluation, repair, modification and design of welded steel moment frames. 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. Federal Emergency Management Agency, 1997.

Hiser, A. L. Size effects on J-R curves for a 302-B plate. 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. 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. Dept. of Civil Engineering, University of Alberta, 1988.

E, Goodwin Frank, and TMS Ferrous Metallurgy Committee., eds. Zinc-based steel coating systems: Production and performance : proceedings of the international symposium held at the TMS Annual Meeting, February 16-19, 1998, San Antonio, Texas. Minerals, Metals & Materials Society, 1998.

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

(Firm), Knovel, ed. ASM handbook: Mechanical testing and evaluation. ASM International, 2000.

G, Poirier D., ed. Acute lethality data for Ontario's iron and steel manufacturing sector effluents covering the period from November 1989 to October 1990. Environment Ontario, 1991.

(Firm), Knovel, ed. ASM handbook: Corrosion: fundamentals, testing, and protection. ASM International, 2003.

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

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

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