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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.

An analysis of physically nonlinear structures

Mikkola, Martti. January 1966 (has links)
Thesis (Ph. D.)--Institute of Technology, Otaniemi. / Bibliography: p. [89]-91.

Structural analysis of a corneo-scleral shell.

Woo, Savio Lau-Yuen, January 1971 (has links)
Thesis (Ph.D.)--University of Washington.

Reliability models for circular concrete columns

Lutomirski, Tomasz A. January 2009 (has links)
Thesis (Ph.D.)--University of Nebraska-Lincoln, 2009. / Title from title screen (site viewed June 26, 2009). PDF text: xv, 173 p. : col. ill. ; 23 Mb. UMI publication number: AAT 3350450. Includes bibliographical references. Also available in microfilm and microfiche formats.

Development of efficient and robust hybrid/mixed elements for solid structures /

Sze, Kam-yim. January 1990 (has links)
Thesis (Ph. D.)--University of Hong Kong, 1990. / Also availalbe in microfilm.

The dynamic stiffness method /

Zhou, Wan-E. January 1996 (has links)
Thesis (Ph. D.)--University of Hong Kong, 1996. / Includes bibliographical references (leaf 201-209).

Dynamic stiffness method for curved structures /

Kwok, Tang-chuen, Nick. January 1995 (has links)
Thesis (M. Phil.)--University of Hong Kong, 1995. / Includes bibliographical references (leaves 124-127).

A preprocessor for the analysis of space frames in the Microsoft Windows environment /

Zheng, Zhijun, January 1993 (has links)
Report (M.S.)--Virginia Polytechnic Institute and State University. M.S. 1993. / Vita. Abstract. Includes bibliographical references (leaf 57). Also available via the Internet.

Contribution à l'étude des méthodes nouvelles de la statique des constructions ...

Flamard, Ernest. January 1913 (has links)
Thèse. Université de Nancy. / Bibliography: p. [91]-92.

In situ studies of strain relaxation during III-V semiconductor heteroepitaxy /

Lynch, Candace. January 2005 (has links)
Thesis (Ph.D.)--Brown University, 2005. / Vita. Thesis advisor: Eric Chason. Includes bibliographical references (leaves 21-22, 35, 55-56, 86-87, 119-120, 149). Also available online.

Buckling behaviour of slender structural elements under interactive axial static and cyclic loading

Hirst, Paul B. January 1987 (has links)
The objective of the research programme has been to investigate the effects of pre-buckling low frequency inelastic cyclic hysteresis upon a range of imperfection sensitive circular hollow section struts. The programme has involved experimental and theoretical studies and computer graphics are widely employed throughout. The subject matter is introduced from a variety of perspectives, phenomenological, historical, theoretical and experimental in Chapter 1, together with an appreciation of therole of the digital computer within the research programme. Experimental factors are initially presented in Chapter 2 whilst the formal testing programme is described in Chapter 3. Original findings are definitively set out in Sections 3.3 and 3.7 wherein the concept of the 'cyclic step' is first introduced, theremaining sections in the chapter providing the necessary supporting data. Theoretical studies are reported in Chapter 4 with the novel moment-thrust-curvature modelling described in Sections 4.2 and 4.3 being of central importance. This modelling enables the formulation of a predictive cyclic strut system effectivelyrequiring of the end user the solution of only a pair of simultaneous equations and yet capable of providing data trends consistent with the experimental findings. Design interpretation together with an overview of the experimental and theoretical studies and their interrelationshipare set out in Chapter 5. A practical design procedure oriented about the effect of a pre-buckling cyclic action phase upon otherwise static strut performance is delineated and anappropriate design chart is provided. Conclusions are drawn with respect to the primary researchfindings in Chapter 6 wherein suggestions are also made regarding possible further studies. An Appendix is included providing the bibliography, nomenclature and respective published work; selected supporting documentation is also presented.

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