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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.
11

Combined linear/nonlinear stability analysis of plane and space frames /

Zhou, Qing, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes bibliographical references (leaves 74-77). Also available via the Internet.
12

A method for the spatial functionalization of the dynamic response of a structure with structural stability considerations /

Neumann, Michael Landon, January 1993 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1993. / Vita. Abstract. Includes index. Includes bibliographical references (leaves 104-106). Also available via the Internet.
13

Stability analysis methods for friction systems /

Brown, Joe Herbert January 1973 (has links)
No description available.
14

Optimization of shallow arches against snap-through buckling

Caldwell, Hartley McMullin 05 1900 (has links)
No description available.
15

Dynamic stability of structural elements subjected to step loads

Lazopoulos, Constantinos Anastasios 08 1900 (has links)
No description available.
16

Nonlinear elastic stability analysis of plane frames

Vlahinos, Andreas S. 12 1900 (has links)
No description available.
17

Foundation remediation of existing structures using ground densification methods

Boxill, Lois E. C. 08 1900 (has links)
No description available.
18

The stability of wedges of granular materials

Trollope, D. H. January 1956 (has links) (PDF)
The design of embankments usually involves a stability analysis by one or more of the various slip surface methods. A common feature of these methods is the assumption that a state of limiting plastic equilibrium exists over the surface of failure. The shape of the potential failure surface is, however, determined empirically. In recent years various refinements have been introduced in the most generally used method (the Swedish slip-circle); but these refinements have been superficial and the underlying assumptions of the method continue to be accepted, to a greater or lesser degree. (For complete introduction open document)
19

Sensor characterization for long-term remote monitoring of bridge piers

Philipps, Joseph Caleb. January 2007 (has links)
Thesis (M.S.)--University of Missouri-Columbia, 2007. / The entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on April 2, 2008) Includes bibliographical references.
20

A framework in support of structural monitoring by real time kinematic GPS and multisensor data /

Ogaja, Clement. January 2002 (has links)
Thesis (Ph. D.)--University of New South Wales, 2002. / Also available online.

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