Книги з теми "Concrete beams Testing"
Оформте джерело за APA, MLA, Chicago, Harvard та іншими стилями
Ознайомтеся з топ-48 книг для дослідження на тему "Concrete beams Testing".
Біля кожної праці в переліку літератури доступна кнопка «Додати до бібліографії». Скористайтеся нею – і ми автоматично оформимо бібліографічне посилання на обрану працю в потрібному вам стилі цитування: APA, MLA, «Гарвард», «Чикаго», «Ванкувер» тощо.
Також ви можете завантажити повний текст наукової публікації у форматі «.pdf» та прочитати онлайн анотацію до роботи, якщо відповідні параметри наявні в метаданих.
Переглядайте книги для різних дисциплін та оформлюйте правильно вашу бібліографію.
1935-, Kong F. K., ed. 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.
Minelli, Fausto. 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., ed. Reinforced concrete deep beams. Glasgow: Blackie, 1990.
1935-, Kong F. K., ed. 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, 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.
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.
Carpinteri, A. 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.), 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.
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, and Bhabha Atomic Research Centre, eds. 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., 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.
béton, Fédération internationale du, ed. 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.