Libros sobre el tema "IRREGULAR REINFORCED CONCRETE STRUCTURE"
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Taly, Narendra. Design of reinforced masonry structure. New York: McGraw-Hill, 2001.
Buscar texto completoRose, David De. The rehabilitation of a concrete structure using fibre reinforced plastics. Ottawa: National Library of Canada = Bibliothèque nationale du Canada, 1999.
Buscar texto completoAkanshu, Sharma y 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.
Buscar texto completoAkanshu, Sharma y 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.
Buscar texto completoAmerican Society of Civil Engineers., ed. Standard practice for direct design of buried precast concrete box sections. Reston, VA: American Society of Civil Engineers, 2000.
Buscar texto completoKuzmanovic, Sasha. An investigation of the shear design of a reinforced concrete box structure. Ottawa: National Library of Canada, 1998.
Buscar texto completoChuang, Tsai-Fu. Numerical modelling of reinforced concrete structure under monotonic and earthquake-like dynamic loading. Birmingham: University of Birmingham, 2001.
Buscar texto completoFarrar, C. R. Experimental assessment of damping in low aspect ratio, reinforced concrete shear wall structure. Washington, DC: Division of Engineering, Office of Nuclear Regulatory Research, U.S. Nuclear Regulatory Commission, 1988.
Buscar texto completoConstruction Engineering Research Laboratories (U.S.), ed. Investigation of the use of visoelastic damping devices to rehabilitate a lightly reinforced concrete slab-column structure. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1998.
Buscar texto completoAmerican Society of Civil Engineers., ed. Standard practice for direct design of precast concrete box sections for jacking in trenchless construction. Reston, Va: American Society of Civil Engineers, 2001.
Buscar texto completoSharma, Akanshu. Pushover experiment and analysis of four storey full scale reinforced concrete structure before and after retrofitting. Mumbai: Scientific Information Resource Division, Bhabha Atomic Research Centre, 2013.
Buscar texto completoInterwar architecture with reinforced concrete structure exposed to multihazard in European context: Intervention in the Romanian and Italian context. Zürich: Lit, 2013.
Buscar texto completoRaju, Krishna. Design of Reinforced Concrete Structure : Is: 456-2000. CBS Publishers & Distributors, 2016.
Buscar texto completoKo, Seokjin. Nonlinear analysis of reinforced concrete structure with transfer beam. 2004, 2004.
Buscar texto completoExperimental and analytical investigation on behavior of scaled down reinforced concrete framed structure under monotonic pushover loads. Mumbai: Bhabha Atomic Research Centre, 2008.
Buscar texto completoStructure for Architects: A Case Study in Steel, Wood, and Reinforced Concrete. Taylor & Francis Group, 2019.
Buscar texto completoDabby, Ramsey y Ashwani Bedi. Structure for Architects: A Case Study in Steel, Wood, and Reinforced Concrete. Taylor & Francis Group, 2019.
Buscar texto completoDabby, Ramsey y Ashwani Bedi. Structure for Architects: A Case Study in Steel, Wood, and Reinforced Concrete Design. Taylor & Francis Group, 2019.
Buscar texto completoDabby, Ramsey y Ashwani Bedi. Structure for Architects: A Case Study in Steel, Wood, and Reinforced Concrete Design. Taylor & Francis Group, 2019.
Buscar texto completoWalther, Howard Phillip. Evaluation of behavior and the radial shear strength of a reinforced concrete containment structure. Supt. of Docs., U.S. G.P.O. [distributor], 1992.
Buscar texto completoAmerican Society of Civil Engineers. Standard Practice for Direct Design of Precast Concrete Box Sections for Jacking in Trenchless Construction. Amer Society of Civil Engineers, 2000.
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