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Optimum design of isotropic monocoque and ring-stiffened circular cylindrical shells subject to external hydrostatic pressureCastillo, Henry A. January 1992 (has links)
Thesis (M.S. in Mechanical Engineering)--Naval Postgraduate School, June 1992. / Thesis Advisor: Salinas, David. Description based on title screen as viewed on April 16, 2009. Includes bibliographical references (p. 124). Also available in print.
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Buckling behaviour of orthogonally stiffened cylinders under axial loadingFawzy, Abdel Hadi I. January 1988 (has links)
No description available.
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The torsional analysis of ladder framesNuttall, John January 1982 (has links)
No description available.
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Kineticism in housingHossain, M. Mosharraf January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
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A structural basis for experiencing architectureGreene, Gary E. 08 1900 (has links)
No description available.
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Crash-impact behavior of graphite/epoxy composite sine wave websZhou, Weiyu 12 1900 (has links)
No description available.
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Development of automated optimum structural design systemsCorey, Marion Willson 05 1900 (has links)
No description available.
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Structural design for serviceabilityReid, Stuart G. (Stuart Grant) January 1981 (has links)
A utility-based method of design for serviceability is developed and applied to a case study of office floor deflections. Structural design for serviceability is reviewed and surveys of engineers and building developers yield information on the occurrence and evaluation of serviceability problems. A probabilistic utility-based formulation of the serviceability design problem is presented, and design optimization is related to pseudo-limit states and associated serviceability indices appropriate to 'single point' design checks. The case study includes the review and adaptation of stochastic load models, the development of a load-response model to account for random spatial variations of structural properties, and detailed numerical modelling of time-dependent deflections of non-prestressed reinforced-concrete slabs. Results indicate that, for a broad class of serviceability problems, approximately optimal deterministic design criteria are related, in a simple manner, to the 'damage' threshold and a design load associated with a serviceability index of roughly 3.5.
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Structural design for serviceabilityReid, Stuart G. (Stuart Grant) January 1981 (has links)
No description available.
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Design procedures for self-supporting transmission towers.Hanna, Albert William Ghabbour. January 1971 (has links)
No description available.
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