Books on the topic 'Prestressed concrete beams Prestressed concrete beams Flexure'

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

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

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

Itani, Rafik Y. Design of prestressed concrete girders without end blocks. [Olympia?]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division, 1986.

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.

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

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.

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

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

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.

Will, Norbert. Zum Verbundverhalten von Spanngliedern mit nachträglichem Verbund unter statischer und dynamischer Dauerbeanspruchung. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1997.

Koch, Rainer. Dauerschwingversuch an einem teilweise vorgespannten Spannbetonträger. Stuttgart: Otto-Graf-Institut, 1988.

Singh, Tarvinder. Axisymmetric global structural analysis of BARC prestressed concrete containment model for beyond design pressure. Mumbai: Bhabha Atomic Research Centre, 2008.

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.

Castrodale, Reid W. Extending span ranges of precast prestressed concrete girders. Washington, D.C: Transportation Research Board, 2004.

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

Oesterle, R. G. Design of precast, prestressed bridge girders made continuous. Washington, D.C: Transportation Research Board, National Research Council, 1989.

Gauvreau, Paul. Ultimate limit state of concrete girders prestressed with unbonded tendons. Basel: Birkhauser Verlag, 1993.

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

Abel, Manfred. Zur Dauerhaftigkeit von Spanngliedern in teilweise vorgespannten Bauteilen unter Betriebsbedingungen. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1996.

Gauvreau, Paul. Load tests of concrete girders prestresses with unbonded tendons. Basel: Birkhäuser, 1992.

Itani, Rafik Y. Design of continuous bridges using precast, prestressed concrete girders without end blocks: Final report, Research Project Y-3400, Task 14. [Olympia, Wash.]: Washington State Dept. of Transportation, Planning, Research and Public Transportation Division in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1987.

Tadros, Maher K. Evaluation and repair procedures for precast/prestressed concrete girders with longitudinal cracking in the web. Washington, D.C: Transportation Research Board, 2010.

Ramirez, J. A. Transfer, development, and splice length for strand/reinforcement in high-strength concrete. Washington, D.C: Transportation Research Board, National Research Council, 2008.

Hou, Changbao. Rechnerische Untersuchungen zum Querkrafttragverhalten bei verbundlos vorgespannten Betonbalken. Aachen: Verlag Shaker, 1992.

Peterman, Robert J. Evaluation of strand transfer and development lengths in pretensioned girders with semi-lightweight concrete. West Lafayette, Ind: Purdue University, [Joint Transportation Research Program, 1999.

Yu ying li hun ning tu kuang jia kang zhen xing neng yan jiu. Shanghai: Shanghai ke xue ji shu chu ban she, 1998.

Al-Barami, A. A. B. Prestressed concrete construction: A theoretical investigation into the effects of restraint by stiff supports onthe prestressing of beams. Manchester: UMIST, 1995.

Lindsell, P., and S. H. Buchner. Prestressed Concrete Beams. Construction Industry Research & Information Association (CIRIA), 1987.

Galbraith, Ronald L. Prestressed concrete girders without end blocks. 1985.

Zerna, Wolfgang. Spannbetonträger: Theorie und Berechnungsgrundlagen. Springer, 2012.

Assessing strength capacity of prestressed concrete girders. Lincoln, Neb: Nebraska Dept. of Roads, 2001.

The 2006-2011 World Outlook for Prestressed Concrete Bridge Beams. Icon Group International, Inc., 2005.

Parker, Philip M. The 2007-2012 World Outlook for Prestressed Concrete Bridge Beams. ICON Group International, Inc., 2006.

The 2006-2011 World Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams. Icon Group International, Inc., 2005.

Parker, Philip M. The 2007-2012 World Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams. ICON Group International, Inc., 2006.

1926-, Zia Paul, North Carolina. Dept. of Transportation. Research and Analysis Group., and North Carolina State University. Dept. of Civil Engineering., eds. Fatigue performance of large-sized long-span prestressed concrete girders impaired by transverse cracks. Raleigh, NC: North Carolina Dept. of Transportation, Research & Analysis, 2002.

A, Saleh Mohsen, United States. Army. Office of the Chief of Engineers., Construction Productivity Advancement Research Program (U.S.), and Construction Engineering Research Laboratories (U.S.), eds. Design and performance testing of prestressed precast reinforced concrete double-tee beams with web openings. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1997.

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.

American Association Of State Highway and Transportation Offices. Connection of Simple-Span Precast Concrete Girders for Continuity. Transportation Research Board National Resear, 2004.

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams in India. ICON Group International, Inc., 2006.

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams in Japan. ICON Group International, Inc., 2006.

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams in Greater China. ICON Group International, Inc., 2006.

Parker, Philip M. The 2007-2012 Outlook for Prestressed Concrete Joists, Girders, and Beams Excluding Bridge Beams in the United States. ICON Group International, Inc., 2006.

Khaleel, Mohammad Ahmad. Reliability-based analysis, sensitivity and design of partially prestressed concrete systems. 1992.

Design of Precaste Pre-Stressed Bridge Girders Made Continuous (Report (National Cooperative Highway Research Program), 322.). Transportation Research Board National Resear, 1989.

(US), National Research Council. Prestress Losses in Pretensioned High-Strength Concrete Bridge Girders (NCHRP report). Transportation Research Board National Resear, 2003.

G, Hieber David, Washington (State). Dept. of Transportation., Washington State Transportation Center, and Washington State Transportation Commission, eds. State-of-the-art report on precast concrete systems for rapid construction of bridges. [Olympia, Wash.]: Washington State Dept. of Transportation, 2005.

G, Hieber David, Washington (State). Dept. of Transportation., United States. Federal Highway Administration., United States. National Technical Information Service., Washington State Transportation Center, and Washington State Transportation Commission, eds. State-of-the-art report on precast concrete systems for rapid construction of bridges. [Olympia, Wash.]: Washington State Dept. of Transportation, 2005.

Extending Span Ranges of Precast Prestressed Concrete Girders (Report (National Cooperative Highway Research Program)). Transportation Research Board, 2004.