Książki na temat „Concrete beams”

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

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

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

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

Canadian Society of Civil Engineers., red. 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 i 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 i 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, red. 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. i American Association of State Highway and Transportation Officials., red. 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., i American Concrete Institute, red. Deflection control for the future. Farmington Hills, Mich: American Concrete Institute, 2003.

Akanshu, Sharma, i Bhabha Atomic Research Centre, red. 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, i Bhabha Atomic Research Centre, red. 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.), red. 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.), red. 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.), red. 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.), red. 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.), red. 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 i 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, i National Institute of Standards and Technology (U.S.), red. 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.