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Non-linear overload behaviour and ductility of reinforced concrete flexural members containing 500MPa grade steel reinforcement /Gravina, Rebecca Jane. January 2002 (has links) (PDF)
Thesis (Ph.D.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2002. / Includes corrigenda (inserted at front) and list of publications published as a result of this research. Includes bibliographical references (leaves 192-199).
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Evaluation of seismic performance of concrete frame structures in CanadaPaultre, Patrick January 1987 (has links)
No description available.
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Evaluation of seismic performance of concrete frame structures in CanadaPaultre, Patrick January 1987 (has links)
Three buildings in Montreal and three buildings in Vancouver were designed for different level of "ductility" according to the 1985 National Building Code of Canada and the 1984 Canadian Concrete Code. / Three full scale reinforced concrete specimens representing an exterior beam-column-slab subassemblage of the Montreal structure were tested in order to determine the behaviour of these components. The role of the spandrel beam in limiting the effective slab width and its role in transferring shear to the joint region was investigated. / Analytical procedures were developed in order to predict the responses of main structural components to the combined loading effects of axial load, moment and shear. In addition a hysteretic behavioural model was developed in order to account for strength and stiffness degradation as well as pinching of the hysteretic response. / The analytical procedures were then used to model the responses of the components of these buildings. Non-linear dynamic analyses were carried out on each building for a series of artificially generated accelerograms. The results of the tests as well as the results of the non-linear dynamic analyses enabled an assessment of the performance of different building designs and an assessment of current code requirements.
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Construction and testing of a reinforced concrete hyperbolic cooling tower modelChien, Karl Chia-Chang January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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The use of elastic finite elements in the design of reinforced concrete flat platesGentry, T. Russell 08 1900 (has links)
No description available.
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Statistical and probabilistic methods for design of reinforced concrete structuresKumar, T. S. S January 2010 (has links)
Digitized by Kansas Correctional Industries
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Seismic considerations in the design of reinforced concrete multi-story structuresMumtaz, Rizwan January 2010 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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Concrete box-units for housing.Ting, Kay Louise January 1975 (has links)
Thesis. 1975. M.Arch.A.S.--Massachusetts Institute of Technology. Dept. of Architecture. / Includes bibliographical references. / M.Arch.A.S.
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Design and construction of support facilities for mirco-concrete [sic] model shells, hyperboloids of revolutionGates, Thomas Edward January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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Architectural concrete norms : causes and processes affecting performance, construction, and appearance.Blewett, Clarence Richard January 1977 (has links)
Thesis. 1977. M.Arch.A.S.--Massachusetts Institute of Technology. Dept. of Architecture. / MICROFICHE COPY AVAILABLE IN ARCHIVES AND ROTCH. / Bibliography : p. 177. / M.Arch.A.S.
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