Books on the topic 'Concrete beams'
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1935-, Kong F. K., ed. Reinforced concrete deep beams. Van Nostrand Reinhold, 1990.
Find full textCanadian Society of Civil Engineers., ed. Formulas for reinforced concrete beams. s.n., 1991.
Find full textHughes, G. Longitudinal shear in composite concrete bridge beams. Transport and Road Research Laboratory, 1987.
Find full textHughes, G. Longitudinal shear in composite concrete bridge beams. Transport and Road Research Laboratory, 1986.
Find full textCasandjian, Charles, Noël Challamel, Christophe Lanos, and Jostein Hellesland. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118639511.
Full textHellesland, Jostein, Noël Challamel, Charles Casandjian, and Christophe Lanos. Reinforced Concrete Beams, Columns and Frames. John Wiley & Sons, Inc., 2013. http://dx.doi.org/10.1002/9781118635360.
Full textNourbakhsh, F. Impact resistance of reinforced concrete beams. University of Birmingham, 1989.
Find full textYang, Zhenjun. Discrete crack modelling of plated concrete beams. University of Wolverhampton, 2002.
Find full textKiang-Hwee, Tan, ed. Concrete beams with openings: Analysis and design. CRC Press, 1999.
Find full textCalder, A. J. J. Exposure tests on 3.5 m externally reinforced concrete beams: The first 8 years. Transport and Road Research Laboratory, Structures Group, Bridges Division, 1989.
Find full textKucharczuk, Witold. Obliczanie elementów zespolonych stalowo-betonowych. Wydawn. Politechniki Częstochowskiej, 2006.
Find full textCasandjian, Charles. Reinforced concrete beams, columns and frames: Mechanics and design. ISTE, 2013.
Find full textMiller, 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. Transportation Research Board, 2004.
Find full textFurtak, Kazimierz. Nośność przekrojów normalnych w zginanych elementach żelbetowych poddanych obciążeniom zmiennym ze szczególnym uwzględnieniem obiektów mostowych. Politechnika Krakowska, 1985.
Find full textBrooks, Eric W. Prestressed concrete bridge beams with microsilica admixture: Final report. Oregon Dept. of Transportation, Research Unit, 1998.
Find full textClark, L. A. Serviceability limit state aspects of continuous bridges using precast concrete beams. Prestressed Concrete Association, 1997.
Find full textAssociation, 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. Concrete Society, 2005.
Find full textJ, Gardner N., and American Concrete Institute, eds. Deflection control for the future. American Concrete Institute, 2003.
Find full textAkanshu, Sharma, and Bhabha Atomic Research Centre, eds. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Bhabha Atomic Research Centre, 2008.
Find full textAkanshu, Sharma, and Bhabha Atomic Research Centre, eds. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Bhabha Atomic Research Centre, 2008.
Find full textMuller, J. F. Fatigue of prestressed concrete beams with inclined strands. University ofQueensland, Dept. of Civil Engineering, 1992.
Find full textBrimmer, David. Computer aided design of continuous reinforced concrete beams. North East London Polytechnic, 1985.
Find full textGanwei, Chen. Shear strength of beams of high strength concrete. Afdelingen for bærende konstruktioner, Danmarks tekniske højskole, 1990.
Find full textNational Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.
Find full textNational Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.
Find full textNational Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.
Find full textNational Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.
Find full textNational Institute of Standards and Technology (U.S.), ed. Shear strength of high-strength concrete walls and deep beams. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2000.
Find full textKalleja, Hartmut. Übertragungsgesetze und Querkrafttragverhalten von Mikrobetonbalken unter Einschluss einer Vorspannung ohne Verbund. Werner-Verlag, 1988.
Find full textZerna, Wolfgang. Spannbetonträger: Theorie und Berechnungsgrundlagen. Springer-Verlag, 1987.
Find full textNicholson, B. A. Simple bridge design using prestressed beams: An introduction to the design of simply-supported bridge decks using prestressed concrete bridge beams. Prestressed Concrete Association, 1997.
Find full textLane, Susan N. A new development length equation for pretensioned strands in bridge beams and piles. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1998.
Find full textByle, Kenneth Arlan. Time-dependent deformation behavior of prestressed high performance concrete bridge beams. Center for Transportation Research, Bureau of Engineering Research, University of Texas at Austin, 1998.
Find full textUlaga, Tomaž. Betonbauteile mit Stab- und Lamellenbewehrung: Verbund- und Zuggliedmodellierung. Institut für Baustatik und Konstruktion, ETH Zürich, 2003.
Find full textRosa, Michael A. Improving predictions for camber in precast, prestressed concrete bridge girders. Washington State Dept. of Transportation, 2007.
Find full textEhret, Karl-Heinz. Ein Beitrag zur Theorie II. Ordnung bei kippgefährdeten Stahlbeton- und Spannbetonträgern. Universität der Bundeswehr München, 1989.
Find full textZhongguo, John. Single lane live load distribution factor for decked precast/prestressed concrete girder bridges. Alaska Department of Transportation, 2005.
Find full textUSA-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. Curtin University of Technology, School of Civil Engineering, 1997.
Find full textMassam, Laurent. The behaviour of GFRP reinforced concrete beams in shear. National Library of Canada, 2001.
Find full textBelarbi, Abdeldjelil, Mina Dawood, Prakash Poudel, et al. Design of Concrete Bridge Beams Prestressed with CFRP Systems. Transportation Research Board, 2019. http://dx.doi.org/10.17226/25582.
Full textRackham, J. W. Design of asymmetric slimflor beams with precast concrete slabs. Steel Construction Institute, 2006.
Find full textJokela, Jukka. Dimensioning of strain or deformation-controlled reinforced concrete beams. Valtion teknillinen tutkimuskeskus. Betoni- ja silikaattitekniikan laboratorio, 1986.
Find full textMonica, Starnes, and National Institute of Standards and Technology (U.S.), eds. Strength and ductility of concrete beams reinforced with carbon FRP and steel. U.S. Dept. of Commerce, Technology Administration, National Institute of Standards and Technology, 2001.
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