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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
1

Optimum design of isotropic monocoque and ring-stiffened circular cylindrical shells subject to external hydrostatic pressure

Castillo, 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 loading

Fawzy, Abdel Hadi I. January 1988 (has links)
No description available.
3

The torsional analysis of ladder frames

Nuttall, John January 1982 (has links)
No description available.
4

Kineticism in housing

Hossain, M. Mosharraf January 2011 (has links)
Typescript (photocopy). / Digitized by Kansas Correctional Industries
5

A structural basis for experiencing architecture

Greene, Gary E. 08 1900 (has links)
No description available.
6

Crash-impact behavior of graphite/epoxy composite sine wave webs

Zhou, Weiyu 12 1900 (has links)
No description available.
7

Development of automated optimum structural design systems

Corey, Marion Willson 05 1900 (has links)
No description available.
8

Structural design for serviceability

Reid, 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 serviceability

Reid, 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.

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