Libri sul tema "Concrete beams Testing"

1935-, Kong F. K., a cura di. Reinforced concrete deep beams. Glasgow: Blackie, 1990.

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

Alca, Nedim. Effect of size on flexural behaviour of high-strength concrete beams. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.

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.

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

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

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.

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.

Plain and fiber reinforced concrete beams under shear loading: Structural behavior and design aspects. Brescia, Italy: Starrylink Editrice, 2005.

374, ACI Committee. Acceptance criteria for moment frames based on structural testing and commentary: An ACI standard. Farmington Hills, MI: American Concrete Institute, 2006.

Sharma, Akanshu. Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Mumbai: Bhabha Atomic Research Centre, 2009.

Doody, Michael E. Nondestructive testing of load-transfer devices. Albany, N.Y: Engineering Research and Development Bureau, New York State Dept. of Transportation, 1992.

Kachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.

Kachlakev, Damian I. Testing of full-size reinforced concrete beams strengthened with FRP composites: Experimental results and design methods verification. Salem, OR: Oregon Dept. of Transportation, Research Group, 2000.

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

Chen, Simon A. A shear-friction truss model for reinforced concrete beams subjected to shear. Edmonton, Alta: Dept. of Civil Engineering, University of Alberta, 1993.

Bakht, Baidar. Evaluation by testing of a bridge with girders, floor beams and stringers. [Toronto]: Ontario Ministry of Transportation, Research and Development Branch, 1992.

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

Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. Saarbrücken: VDM, Verlag Dr. Müller, 2008.

Dhakal, Rajesh P. Curvature ductility of reinforced concrete plastic hinges: Assessment of curvature limits for different forms of plastic hinges in reinforced concrete structures. Saarbrücken: VDM, Verlag Dr. Müller, 2008.

Maili͡an, L. R. Soprotivlenie zhelezobetonnykh staticheski neopredelimykh balok silovym vozdeĭstvii͡am. Rostov-na-Donu: Izd-vo Rostovskogo universiteta, 1989.

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

Vares, Sirje. Fibre-reinforced high-strength concrete. Espoo, Finland: Technical Research Centre of Finland, 1993.

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.

Miller, Nathan J. Use of salvaged utility poles in roadway bridges: Time-dependent behavior of composite wood-concrete beams. Fargo, N.D.]: Mountain-Plains Consortium, 2009.

Mak, King K. Testing and evaluation of the W-beam transition (on steel posts with timber blockouts) to the vertical flared back concrete bridge parapet. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

K, Kong F., a cura di. Reinforced concrete deep beams. Glasgow: Blackie, 1990.

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

K, Kong F. Reinforced Concrete Deep Beams. Taylor & Francis Group, 1991.

K, Kong F. Reinforced Concrete Deep Beams. Taylor & Francis Group, 1991.

Hiremath, Girish Shantveerayya. Testing and modeling of precast, pretensioned continuous concrete girders without end blocks. 1990.

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

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, e Bhabha Atomic Research Centre, a cura di. Experimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai: Bhabha Atomic Research Centre, 2008.

Minimum Reinforcement in Concrete Members (European Structural Integrity Society). Elsevier Science, 1999.

Coppa & Avery Consultants. Beams & Girders: A Bibliographical Overview of Design, Testing & Failure in Steel & Concrete Beams & Girders. Vance Bibliographies, 1986.

A, Saleh Mohsen, United States. Army. Office of the Chief of Engineers., Construction Productivity Advancement Research Program (U.S.) e Construction Engineering Research Laboratories (U.S.), a cura di. 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.

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

Investigations on inelastic behavior of non-seismically detailed reinforced concrete beam-column joints under cyclic excitations. Mumbai: Bhabha Atomic Research Centre, 2008.

Akanshu, Sharma, e Bhabha Atomic Research Centre, a cura di. Investigations on inelastic behavior of non-seismically detailed reinforced concrete beam-column joints under cyclic excitations. Mumbai: Bhabha Atomic Research Centre, 2008.

Experimental investigations and evaluation of strength and deflections of reinforced concrete beam-column joints using nonlinear static analysis. Mumbai: Bhabha Atomic Research Centre, 2009.

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

béton, Fédération internationale du, a cura di. Seismic assessment and retrofit of reinforced concrete buildings: State-of-art report. Lausanne, Switzerland: International Federation for Structural Concrete, 2003.

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

Design of beam-column joints for seismic resistance. Detroit, Mich. (P.O. Box 19150, Redford Sta., Detroit 48219): American Concrete Institute, 1991.

Paeglīte, Ilze. Kustīgās slodzes dinamiskās iedarbes uz autoceļu tiltiem eksperimentāla izpēte un novērtējums. RTU Press, 2021. http://dx.doi.org/10.7250/9789934227028.