Spelling suggestions: "subject:"ctructural design"" "subject:"1structural design""
1 |
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.
|
2 |
Buckling behaviour of orthogonally stiffened cylinders under axial loadingFawzy, Abdel Hadi I. January 1988 (has links)
No description available.
|
3 |
The torsional analysis of ladder framesNuttall, John January 1982 (has links)
No description available.
|
4 |
Kineticism in housingHossain, M. Mosharraf January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
|
5 |
A structural basis for experiencing architectureGreene, Gary E. 08 1900 (has links)
No description available.
|
6 |
Crash-impact behavior of graphite/epoxy composite sine wave websZhou, Weiyu 12 1900 (has links)
No description available.
|
7 |
Development of automated optimum structural design systemsCorey, Marion Willson 05 1900 (has links)
No description available.
|
8 |
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.
|
9 |
Structural design for serviceabilityReid, Stuart G. (Stuart Grant) January 1981 (has links)
No description available.
|
10 |
Design procedures for self-supporting transmission towers.Hanna, Albert William Ghabbour. January 1971 (has links)
No description available.
|
Page generated in 0.0598 seconds