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Cost and benefits of response mitigation techniques for wind-excited tall buildings /Tse, Kam Tim. January 2009 (has links)
Thesis (Ph.D.)--Hong Kong University of Science and Technology, 2009. / Includes bibliographical references (p. [205]-214).
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A parameter study of tall building structures /Kuster, Martin. January 1978 (has links)
No description available.
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Seismic vulnerability assessment of tall buildings with transfer storeys /Ho, Yin Bon. January 2009 (has links)
Includes bibliographical references (p. 301-317).
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Some aspects of wind loading effects on the design of multi-storey buildings.Wong, Kai-yiu. January 1976 (has links)
Thesis--Ph. D., University of Hong Kong, 1977.
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Some aspects of wind loading effects on the design of multi-storey buildings黃啓耀, Wong, Kai-yiu. January 1976 (has links)
published_or_final_version / Civil Engineering / Doctoral / Doctor of Philosophy
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A comparative study of analysis techniques for multistory concrete framesMarshall, John Richard 12 1900 (has links)
No description available.
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Behaviour of reinforced concrete frames with lightweight blockwork infill panelsSamai, Mohammed-Laid January 1984 (has links)
The current investigation concerns the behaviour of lightweight blockork infill panels bounded by reinforced concrete frames. A detailed and comprehensive review of the literature on different frame-inf ill combinations is presented. Details are given of tests on sixteen third-scale infilled frames and four open frames. These were tested under two types of loading: horizontal racking loading only and combined vertical loads on columns and racking loading. The complete load-deflection response is considered in detail including. initial elastic behaviour, influence of cracking and the formation of collapse mechanisms after the attainment of peak load. The variables investigated include the overall effects of the infill, the infill thickness, the vertical loads, the amount of reinforcement, the change in stiffness and strength of beams and of columns and the effect of reinforcement detailing. Those found to have a major influence are the vertical loads, the infill thickness, the reinforcement detailing particularly in the opening corners of the frame, and the workmanship. The principal parameters obtained from the tests are the initial racking stiffness, the infill cracking strength, the ultimate load and the plastic collapse load. Their values are compared to the available empirical and theoretical methods. None of these methods is found to safely predict the initial racking stiffness and the ultimate carrying capacity of this type of structure. A plastic analysis is presented to predict the two plastic collapse mechanisms identified in the tests. The penalty factor to allow for idealization of plasticity of the infill is found as part of the solution. A second penalty factor is introduced to allow for the limited ductility of the frame. The proposed method is found to yield satisfactory and safe predictions for the plastic resistance of these infilled frames. In conclusion some design recommendations are proposed for the initial racking stiffness and the cracking infill strength.
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Validation of EvacuatioNZ model for high-rise building analysis : a research project submitted in partial fulfillment of the requirements for the degree of Master of Engineering (in Fire) at the University of Canterbury /Tsai, Wei-Li. January 1900 (has links)
Thesis (M.E.F.E.)--University of Canterbury, 2007. / Typescript (photocopy). "Fire engineering research report September 2007." Includes bibliographical references (leaves 113-116). Also available via the World Wide Web.
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Interference effects of wind-excited tall buildings /Tang, Un Fong. January 2002 (has links)
Thesis (M. Phil.)--Hong Kong University of Science and Technology, 2002. / Includes bibliographical references (leaves 136-142). Also available in electronic version. Access restricted to campus users.
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Predicting the capital cost of air conditioning installations in high rise commercial buildings /Wills, D. J. January 1986 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1987.
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