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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.
91

Nonlinear interaction between building structural systems and nonstructural cladding

Wolz, Michael W. 05 1900 (has links)
No description available.
92

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.
93

Evolving the machine /

Bailey, Brent Andrew. January 2006 (has links)
Thesis (Ph. D.)--University of Toronto, 2006. / Source: Dissertation Abstracts International, Volume: 67-06, Section: B, page: 3254. Includes bibliographical references.
94

Scaling effects in the static and dynamic response of graphite-epoxy beam-columns /

Jackson, Karen E., January 1990 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1990. / Vita. Abstract. Includes bibliographical references (leaves 205-212). Also available via the Internet.
95

Evaluation of accuracy and reliability of structural analysis and steel design software /

Divecha, Dharmesh R., January 1994 (has links)
Thesis (M.S.)--Virginia Polytechnic Institute and State University, 1994. / Vita. Abstract. Includes bibliographical references (leaf 119). Also available via the Internet.
96

Evaluation of ISDS software /

Kumar, Nadella Navin. January 1991 (has links)
Report (M.S.)--Virginia Polytechnic Institute and State University. M.S. 1991. / Vita. Abstract. Includes bibliographical references (leaves 85-86). Also available via the Internet.
97

Vibrations of space framed structures

Lee, Charles Chia-Le, January 1968 (has links)
Thesis (Ph. D.)--University of Wisconsin--Madison, 1968. / Typescript. Vita. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
98

Integrated structural design, vibration control, and aeroelastic tailoring by multiobjective optimization /

Canfield, Robert A., January 1992 (has links)
Thesis (Ph. D.)--Virginia Polytechnic Institute and State University, 1992. / Vita. Abstract. Includes bibliographical references (leaves 106-118). Also available via the Internet.
99

Automated structural synthesis using a reduced number of design coordinates

Pickett, Richard Mortimer. January 1971 (has links)
Thesis (Ph. D.)--University of California--Los Angeles, 1971. / eContent provider-neutral record in process. Description based on print version record.
100

Stability of Steel Structures

Hosseini, Abbas K. 01 January 1985 (has links) (PDF)
In the design of an elastic structure, a major consideration is the overall stability of the system under axial load or a combination of an axial load and bending moment. In first-order analysis the effects of axial forces on the stiffness formulation and their influence on deformations of the members are usually neglected. If the axial forces are sufficiently large, a better indication of the distribution of the forces and moments in the structure is obtained by using a second-order analysis. In this type of analysis the moment equilibrium equations are based on the deformed shape of the structure. The secondary moments produced by axial forces acting through the deformed structure are considered in the computation of stiffness term. The secondary moments are called P-Delta effects. In this paper, by using a finite element computer program, the effects of axial loads on a plane frame structure are investigated. The method of analysis, based on the critical values of applied lateral forces on the elastic stability of the frame, will be referred to in this paper as a second order analysis. Example problems are included to serve to document this analytical approach.

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