Books on the topic 'Plates, Iron and steel Testing'

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.

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

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.

DeWolf, John T. Column base plates. Chicago, Ill: American Institute of Steel Construction, 2003.

United States International Trade Commission. Clad steel plate from Japan. Washington, DC: U.S. International Trade Commission, 1995.

Ultimate limit state design of steel plated structures. Chichster: J. Wiley, 2002.

United States International Trade Commission. Cut-to-length carbon steel plate from China, Russia, South Africa, and Ukraine. Washington, DC: U.S. International Trade Commission, 1996.

United States International Trade Commission. Cut-to-length carbon steel plate from China, Russia, South Africa, and Ukraine. Washington, DC: U.S. International Trade Commission, 1996.

United States International Trade Commission. Cut-to-length carbon steel plate from China, Russia, South Africa, and Ukraine. Washington, DC: U.S. International Trade Commission, 1996.

Commission, United States International Trade. Cut-to-length carbon steel plate from China, Russia, South Africa, and Ukraine. Washington, DC: U.S. International Trade Commission, 1996.

United States International Trade Commission. Cut-to-length carbon steel plate from China, Russia, South Africa, and Ukraine. Washington, DC: U.S. International Trade Commission, 1996.

Commission, United States International Trade. Clad steel plate from Japan. Washington, DC: U.S. International Trade Commission, 1996.

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.

Bu xiu gang ban dai cai sheng chan ji shu: Buxiugang ban daicai shengcahn jishu. Beijing Shi: Hua xue gong ye chu ban she, 2008.

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.

Jian, Chen. Abkühlungsvorgänge von Stahlplatten mit Spritzwasserbeaufschlagung. Düsseldorf: Stahleisen, 1991.

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.

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

Polzin, Ralf. Beitrag zur Klärung der Vorgänge beim laserunterstützten Walzplattieren. Freiberg: Technische Universität Bergakademie, 2005.

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

Nast, Trina E. Cyclic behavior of stiffened gusset plate-brace member assemblies. Edmonton: Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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.

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.

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.

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

Annual Book of Astm Standards 1999: Section 1 : Iron and Steel Products : Volume 01.03 : Steel-Plate, Sheet, Strip, Wire; Stainless Steel Bar (Annual Book of a S T M Standards Volume 0103). Astm Intl, 1999.

Plates, Rolled Floor Plates: Carbon, High Strength Low Alloy, and Alloy Steel. Iron & Steel Society, 1991.

Paik, Jeom Kee, and Anil Kumar Thayamballi. Ultimate Limit State Design of Steel-Plated Structures. Wiley, 2003.

Paik, Jeom Kee. Ultimate Limit State Analysis and Design of Plated Structures. Wiley & Sons, Incorporated, John, 2018.

Ultimate Limit State Analysis and Design of Plated Structures. Wiley & Sons, Limited, John, 2018.

Paik, Jeom Kee. Ultimate Limit State Analysis and Design of Plated Structures. Wiley & Sons, Incorporated, John, 2018.

Paik, Jeom Kee, and Anil Kumar Thayamballi. Ultimate Limit State Analysis and Design of Plated Structures. Wiley & Sons, Limited, John, 2018.

Beck, Hermann, Martin Reuter, and Michael Siemers. Powder-Actuated Fasteners and Fastening Screws in Steel Construction. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2013.

Beck, Hermann, Martin Reuter, and Michael Siemers. Powder-Actuated Fasteners and Fastening Screws in Steel Construction. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2013.

Beck, Hermann, Martin Reuter, and Michael Siemers. Powder-Actuated Fasteners and Fastening Screws in Steel Construction. Ernst & Sohn Verlag fur Architektur und Technische, Wilhelm, 2013.

U.S. Nuclear Regulatory Commission. Office of Nuclear Regulatory Research. Division of Engineering., University of Maryland at College Park. Dept. of Mechanical Engineering., and Oak Ridge National Laboratory, eds. Use of thickness reduction to estimate values of K. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1991.

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

D, Southwick P., and Metallurgical Society of AIME. Ferrous Metallurgy Committee., eds. Accelerated cooling of steel: Proceedings of a symposium sponsored by the Ferrous Metallurgy Committee of the Metallurgical Society of AIME and held in Pittsburgh, Pennsylvania, August 19-21, 1985. Warrendale, PA: Metallurgical Society, 1986.

Company, Glasgow Iron. Glasgow Iron Company: Manufacturers of Iron and Steel Plates, Muck Bars and Flanged and Pressed Work. Creative Media Partners, LLC, 2018.

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

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.