Li Yuanyuan. / "July 2000." / Thesis (Ph.D.)--Chinese University of Hong Kong, 2000. / Includes bibliographical references (p. 126-130). / Electronic reproduction. Hong Kong : Chinese University of Hong Kong, [2012] System requirements: Adobe Acrobat Reader. Available via World Wide Web. / Mode of access: World Wide Web. / Abstracts in English and Chinese.

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Thesis (M.S. in Computer Science)--Naval Postgraduate School, June 1990. / Thesis Advisor(s): Shimeall, Timothy J. Second Reader: Bradbury, Leigh W. "June 1990." Description based on signature page on October 16, 2009. DTIC Descriptor(s): Computer programs, costs, faults, measurement, test methods DTIC Indicator(s): Computer program verification, metric system, Theses. Author(s) subject terms: Software metrics, text-based metrics, faults, testing, empirical studies. Includes bibliographical references (p. 69-72). Also available online.

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Thesis (Ed.D.)--Boston University

Digitized by Kansas Correctional Industries

Thesis (Ed.D.)--University of Tulsa, 1977. / Bibliography: leaves 79-82.

The complex problem of metrication of highway design, construction and maintenance has been the subject of a number of studies and pilot projects carried out by the Federal Highway Administration (F.H.W.A.) of the United States and the Roads and Transportation Association of Canada. Through a research grant, the FHWA of the U.S.A. assigned the Ohio Department of Transportation, the Illinois Department of Transportation and the Oregon Highway Division to design, construct, and maintain these metric projects. The author has reviewed the experience and conclusions of these studies and the problems encountered in the pilot projects relative to the design, survey, contracting, construction, signing, and public reactions to the metrication process. In the conclusions to this review, the author questions some of the recommendations of these studies, specifically in the area of curvature and station definition, notation convention, and the concept of dual signing. In these and other areas recommended guidelines for highway metrication are proposed. Finally, the author presents a set of equations and computer generated tables for highway design and layout in metric incorporating the flexibility of 10, 20, 40, and 100 metre station and curvature definition.

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