Bücher zum Thema „Reinforced concrete construction Testing“

L, Gamble W., Hrsg. Reinforced concrete slabs. 2. Aufl. New York: Wiley, 2000.

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

Reinforced Concrete Research Council (U.S.), Hrsg. Probabilistic basis for design criteria in reinforced concrete: A collection of papers. New York, N.Y: American Society of Civil Engineers, 1985.

Reinforced Concrete Research Council (U.S.), Hrsg. Long reinforced concrete columns: A collection of papers selected by the Reinforced Concrete Research Council. New York, N.Y: American Society of Civil Engineers, 1986.

Non-destructive evaluation of reinforced concrete structures. Boca Raton: CRC Press, 2010.

Monrad, Torben. Betonen til Guldborgsundtunnelen. [Copenhagen]: Vejdirektoratet, Broområdet, 1990.

Delaney, Jason C. The assessment of aspects related to defect criticality in CFRP strengthened concrete flexural members. La Jolla, Calif: Dept. of Structural Engineering, University of California, San Diego, 2006.

Poukhonto, L. M. Durability of concrete structures and constructions: Silos, bunkers, reservoirs, water towers, retaining walls ; translated from Russian. Lisse: Balkema, 2003.

Empelmann, Martin. Zum nichtlinearen Trag- und Verformungsverhalten von Stabtragwerken aus Konstruktionsbeton unter besonderer Berücksichtigung von Betriebsbeanspruchungen. Aachen: Lehrstuhl und Institut für Massivbau der RWTH Aachen, 1995.

Rodriguez, M. Seismic load tests on reinforced concrete columns strengthened by jacketing. Christchurch, N.Z: University of Canterbury, Dept. of Civil Engineering, 1991.

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

A, Carpinteri, Hrsg. Applications of fracture mechanics to reinforced concrete. London: Elsevier Applied Science, 1992.

Forschungskolloquium, Deutscher Ausschuss für Stahlbeton. Zum Tragverhalten von Stahlbeton und Spannbeton: Beiträge zum 18. Forschungskolloquium des Deutschen Ausschusses für Stahlbeton. Berlin: Ernst & Sohn, 1986.

Mattock, Alan H. Strength of members with dapped ends. Chicago, Ill: Prestressed Concrete Institute, 1986.

Gardner, Mark P. The behavior of reinforced concrete box culverts under symmetrical and unsymmetrical live loads. College Station, Tex: Texas Transportation Institute, Texas A&M University System, 1986.

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.

Issa, Mohsen A. Construction loads and vibrations. [Edwardsville, IL]: Illinois Transportation Research Center, Illinois Dept. of Transportation, 1998.

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.

(undifferentiated), Walter Kaufmann. Strength and deformations of structural concrete subjected to in-plane shear and normal forces. Basel: Birkhäuser Verlag, 1998.

Knorovsky, G. A. Evaluation of materials of construction for the reinforced concrete reactor containment model. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Damping in low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Farrar, C. R. Stiffness of low-aspect-ratio, reinforced concrete shear walls. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1993.

Amasi͡an, R. O. Tekhnologii͡a modelirovanii͡a zhelezobetonnykh konstrukt͡siĭ pri seĭsmicheskikh vozdeĭstvii͡akh. Erevan: Izd-vo AN Armi͡anskoĭ SSR, 1989.

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

Ling, Hoe I. Seismic testing: Geogrid reinforced soil structures faced with segmental retaining wall block : executive summary. Edina, MN: Allan Block Corp., 2003.

Miranda, Pio A. Displacement-based assessment of RC columns with limited shear resistance. Pavia: ROSE school, 2005.

Loo, Yew-Chaye. Reinforced and prestressed concrete: Analysis and design with emphasis on application of AS3600-2009. Port Melbourne, Vic: Cambridge University Press, 2010.

Mattock, Alan H. Application of fiber reinforced plastic rods as prestrssing [i.e. prestressing] tendons in concrete structures: Final report, Research Project GC 8286, Task 25, fiberglass tendons. [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, 1989.

Hachem, Mahmoud M. Performance of circular reinforced concrete bridge columns under bidirectional earthquake loading. Richmond, Calif: Pacific Earthquake Engineering Research Center, 2003.

Zudong, Shi, Hrsg. Experiment and calculation of reinforced concrete at elevated temperatures. Waltham, MA: Butterworth-Heinemann, 2011.

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

Grace, Nabil F. Environmental/durability evaluation of FRP composite strengthened bridges. Southfield, Mich: Lawrence Technological University, Civil Engineering Dept., 2003.

RILEM Technical Committee162-TDF, Test and Design Methods for Steel Fibre Reinforced Concrete. Workshop. Test and design methods for steel fibre reinforced concrete: Background and experiences : proceedings of the RILEM TC 162-TDF Workshop, Bochum, Germany, 20-21 March 2003. Bagneux, France: RILEM Publications, 2003.

N, Swamy R., International Union of Testing and Research Laboratories for Materials and Structures. und University of Sheffield. Dept. of Mechanical and Processd Engineering., Hrsg. Fibre reinforced cement and concrete: Proceedings of the fourth international symposium held by RILEM (the International Union of Testing and Research Laboratories for Materials and Structures) and organized by the Department of Mechanical and Process Engineering, University of Sheffield, UK, Sheffield, July 20-23, 1992. London: E & FN Spon, 1992.

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.

Cheok, Geraldine S. Behavior of 1/6-scale model bridge columns subjected to cyclic inelastic loading. Gaithersburg, MD: U.S. Dept. of Commerce, National Bureau of Standards, 1986.

Eitel, Amy. Development of a load test for the evaluation and rating of short-span reinforced concrete slab bridges. Cleveland, Ohio: Dept. of Civil Engineering, Case Western Reserve University, 2002.

Sullivan, Timothy J. Seismic design of frame-wall structures. Pavia, Italy: IUSS Press, 2006.

Coffman, Harvey L. Seismic durability of retrofitted R.C. columns: Final report, Research Project GC 8286, Task 36. [Olympia, Wash.?]: Washington State Dept. of Transportation, Washington State Transportation Commission, in cooperation with the U.S. Dept. of Transportation, Federal Highway Administration, 1991.

Moehle, Jack P. Review of seismic research results on existing buildings: Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. Sacramento: California Seismic Safety Commission, 1994.

McLean, David I. Seismic behavior and retrofit of bridge knee joint systems. Olympia, WA: Washington State Dept. of Transportation, 2005.

(Firm), Knovel, und SpringerLink (Online service), Hrsg. Seismic Design, Assessment and Retrofitting of Concrete Buildings: Based on EN-Eurocode 8. Dordrecht: Springer Netherlands, 2009.

F, Limbrunner George, Hrsg. Reinforced concrete design. 3. Aufl. Englewood Cliffs, N.J: Prentice Hall, 1992.