Books on the topic 'Concrete beams'

1935-, Kong F. K., ed. Reinforced concrete deep beams. New York, N.Y: Van Nostrand Reinhold, 1990.

K, Kong F., ed. Reinforced concrete deep beams. Glasgow: Blackie, 1990.

Kong, F. k. Reinforced Concrete Deep Beams. London: Taylor & Francis Group Plc, 2004.

1935-, Kong F. K., ed. Reinforced concrete deep beams. Glasgow: Blackie, 1990.

Canadian Society of Civil Engineers., ed. Formulas for reinforced concrete beams. [Montréal?: s.n., 1991.

Tadros, Maher K. Shear limit of NU I-beams. Lincoln, NE: Nebraska Dept. of Roads, 2001.

Hughes, G. Longitudinal shear in composite concrete bridge beams. Crowthorne: Transport and Road Research Laboratory, 1987.

Hughes, G. Longitudinal shear in composite concrete bridge beams. Crowthorne: Transport and Road Research Laboratory, 1986.

Casandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ 07030 USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.

Hellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. Hoboken, NJ USA: John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.

Nourbakhsh, F. Impact resistance of reinforced concrete beams. Birmingham: University of Birmingham, 1989.

Yang, Zhenjun. Discrete crack modelling of plated concrete beams. Wolverhampton: University of Wolverhampton, 2002.

Attard, J. A. Knowledge based design of reinforced concrete beams. Manchester: UMIST, 1993.

Kiang-Hwee, Tan, ed. Concrete beams with openings: Analysis and design. Boca Raton, Fla: CRC Press, 1999.

Klein, Gary J. Design of spandrel beams. Chicago, Ill: Prestressed Concrete Institute, 1986.

Mallett, G. P. Fatigue of reinforced concrete. London: HMSO, 1991.

Calder, A. J. J. Exposure tests on 3.5 m externally reinforced concrete beams: The first 8 years. Crowthorne, Berks: Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.

Kucharczuk, Witold. Obliczanie elementów zespolonych stalowo-betonowych. Częstochowa: Wydawn. Politechniki Częstochowskiej, 2006.

Casandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. London, UK: ISTE, 2013.

Miller, Richard A., P.E., National Cooperative Highway Research Program., National Research Council (U.S.). Transportation Research Board., and American Association of State Highway and Transportation Officials., eds. Connection of simple-span precast concrete girders for continuity. Washington, D.C: Transportation Research Board, 2004.

Furtak, Kazimierz. Nośność przekrojów normalnych w zginanych elementach żelbetowych poddanych obciążeniom zmiennym ze szczególnym uwzględnieniem obiektów mostowych. Kraków: Politechnika Krakowska, 1985.

Brooks, Eric W. Prestressed concrete bridge beams with microsilica admixture: Final report. Salem, Or: Oregon Dept. of Transportation, Research Unit, 1998.

Clark, L. A. Serviceability limit state aspects of continuous bridges using precast concrete beams. Leicester: Prestressed Concrete Association, 1997.

Association, British Cement. Deflections in concrete slabs and beams: Report of a joint project of the British Cement Association, The Concrete Society and The Concrete Centre. Camberley [England]: Concrete Society, 2005.

J, Gardner N., and American Concrete Institute, eds. Deflection control for the future. Farmington Hills, Mich: American Concrete Institute, 2003.

Akanshu, Sharma, and Bhabha Atomic Research Centre, eds. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai: Bhabha Atomic Research Centre, 2008.

Akanshu, Sharma, and Bhabha Atomic Research Centre, eds. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai: Bhabha Atomic Research Centre, 2008.

Muller, J. F. Fatigue of prestressed concrete beams with inclined strands. Brisbane: University ofQueensland, Dept. of Civil Engineering, 1992.

Brimmer, David. Computer aided design of continuous reinforced concrete beams. London: North East London Polytechnic, 1985.

Ganwei, Chen. Shear strength of beams of high strength concrete. Lyngby: Afdelingen for bærende konstruktioner, Danmarks tekniske højskole, 1990.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

National Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. Gaithersburg, Md: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.

Kalleja, Hartmut. Übertragungsgesetze und Querkrafttragverhalten von Mikrobetonbalken unter Einschluss einer Vorspannung ohne Verbund. Düsseldorf: Werner-Verlag, 1988.

Zerna, Wolfgang. Spannbetonträger: Theorie und Berechnungsgrundlagen. Berlin: Springer-Verlag, 1987.

Nicholson, B. A. Simple bridge design using prestressed beams: An introduction to the design of simply-supported bridge decks using prestressed concrete bridge beams. Leicester: Prestressed Concrete Association, 1997.

Lane, Susan N. A new development length equation for pretensioned strands in bridge beams and piles. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.

Byle, Kenneth Arlan. Time-dependent deformation behavior of prestressed high performance concrete bridge beams. [Austin, Tex.]: Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1998.

Ulaga, Tomaž. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. Zürich: Institut für Baustatik und Konstruktion, ETH Zürich, 2003.

Rosa, Michael A. Improving predictions for camber in precast, prestressed concrete bridge girders. [Olympia, Wash.]: Washington State Dept. of Transportation, 2007.

Ehret, Karl-Heinz. Ein Beitrag zur Theorie II. Ordnung bei kippgefährdeten Stahlbeton- und Spannbetonträgern. München/Neubiberg: Universität der Bundeswehr München, 1989.

Zhongguo, John. Single lane live load distribution factor for decked precast/prestressed concrete girder bridges. Juneau, AK: Alaska Department of Transportation, 2005.

USA-Australia Workshop on High Performance Concrete (1997 Sydney, N.S.W.). Proceedings of the USA-Australia Workshop on High Performance Concrete (HPC), Sydney, Australia, August 20-23, 1997. Perth, W.A: Curtin University of Technology, School of Civil Engineering, 1997.

Massam, Laurent. The behaviour of GFRP reinforced concrete beams in shear. Ottawa: National Library of Canada, 2001.

Belarbi, Abdeldjelil, Mina Dawood, Prakash Poudel, Mahmoud Reda, Hamidreza Tahsiri, Bora Gencturk, Sami H. Rizkalla, and Henry G. Russell. Design of Concrete Bridge Beams Prestressed with CFRP Systems. Washington, D.C.: Transportation Research Board, 2019. http://dx.doi.org/10.17226/25582.

Rackham, J. W. Design of asymmetric slimflor beams with precast concrete slabs. Ascot: Steel Construction Institute, 2006.

Jokela, Jukka. Dimensioning of strain or deformation-controlled reinforced concrete beams. Espoo: Valtion teknillinen tutkimuskeskus. Betoni- ja silikaattitekniikan laboratorio, 1986.

Monica, Starnes, and National Institute of Standards and Technology (U.S.), eds. Strength and ductility of concrete beams reinforced with carbon FRP and steel. Gaithersburg, MD: U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.