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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

Analysis of simply supported elastic beam columns with large deflections by the Ritz method

Landeck, Bruce Warren, 1941- January 1965 (has links)
No description available.
2

Lower limit of influence of slenderness on the strength of reinforced concrete columns /

Owusu, Albert H. Unknown Date (has links)
Thesis (MEng) -- University of South Australia, 1991
3

Parametric oscillations of a notched column

Parekh, Vijaykumar Navnitlal 05 1900 (has links)
No description available.
4

Direct design of columns subjected to axial load and bending

Mabry, Aubon Leslie 08 1900 (has links)
No description available.
5

Investigation of a matrix solution of variable cross-section columns /

Rowland, Arthur E., January 1951 (has links)
Thesis (B.S.)--Virginia Polytechnic Institute, 1951. / Vita. Abstract. Includes bibliographical references (leaves 39-41). Also available via the Internet.
6

Studien zu Säulen- und Pfeilermonumenten der archaischen Zeit /

Donos, Dimosthenis. January 2008 (has links)
Also issued as author's dissertation--Frankfurt (Main), 2003. / Includes bibliographical references and indexes.
7

Numerical simulation of the performance of sand columns

Murugaiah, Sathishbalamurugan, January 2004 (has links) (PDF)
Thesis (M.S. in civil engineering)--Washington State University. / Includes bibliographical references.
8

A solution for the embedment of cantilevered poles

Grebe, Edward A. January 1963 (has links)
Thesis (M.S.)--University of Wisconsin--Madison, 1963. / Typescript. eContent provider-neutral record in process. Description based on print version record. Includes bibliographical references.
9

Investigation on nonlinear coupled vibration of columns.

Bridicko, Jan January 1972 (has links)
The oscillation of a column subjected to periodic axial end excitation was analytically and experimentally investigated. The initial crookedness of the column and the longitudinal inertia of a column element give rise to coupled, longitudinal-flexural oscillations. A snap-thru phenomenon and complex subharmonics of natural flexural modes of oscillation also occur at certain axial end excitation frequencies. Furthermore; at certain excitation frequencies, a coupling between longitudinal and torsional oscillations is found to exist. A theory providing qualitative and quantitative information about coupled longitudinal-flexural oscillations and complex subharmonics was developed for a column with hinged ends. In order to test the validity of the theory an experimental apparatus was set up to excite the column axially, with transducers monitoring the response of the column. The experimental results were in very good agreement with the theoretical predictions. A column with built-in ends was also tested and its response was similar to the column with hinged ends. Thus, the results of the experimental investigation suggest that the results of the theory developed for a column with hinged ends are also applicable to a column with built-in ends. Coupled longitudinal-flexural oscillations were observed when the axial end excitation frequency was equal to the natural longitudinal frequency of the column. Large amplitude oscillations in both longitudinal and flexural vibration modes occurred at this frequency. When the frequency of axial end excitation was equal to the natural flexural frequencies of the column, large amplitude flexural oscillations resulted, Flexural oscillations were also observed when the frequency of the axial end excitation was one half, one third, …. up to one eighth of the natural flexural frequencies of the column, A spectrum analysis of the strain signal showed that the flexural response then comprised two fundamental motions, one with the frequency of the axial excitation and one with frequency equal to the associated natural frequency. The resulting amplitudes of flexural oscillations at these frequencies were smaller than those observed when the frequency of the axial end excitation was equal to the natural flexural frequencies of the column. The flexural oscillations occurring at these axial end excitation frequencies were identified as the complex subharmonics of natural flexural frequencies, A snap-thru phenomenon occurred when the axial end excitation frequency was twice the frequency of natural flexural frequencies. Under certain circumstances the column then oscillated flexurally with one half of the excitation frequency. The amplitudes of flexural oscillations were comparable to those occurring when the frequency of the axial end excitation was equal to natural flexural frequencies of the column. Large amplitude flexural oscillations occurring at natural flexural frequencies, complex subharmonics and snap-thru phenomena, though excited by the axial end excitation, did not cause appreciable increase in amplitudes of longitudinal oscillations. Finally, large amplitude torsional oscillations occurred when the axial end excitation was of the same frequency as the predicted torsional natural frequencies. Again no appreciable increase in amplitudes of longitudinal oscillations was observed. Flexural oscillation phenomena here described, also occurred during flexural in-plane oscillation of a column. / Applied Science, Faculty of / Mechanical Engineering, Department of / Graduate
10

Experimental investigation of nonlinear coupled vibrations of columns

Johnson, Dale P. January 1970 (has links)
Coupling of the flexural, longitudinal, and torsional vibration modes of a column subjected to periodic axial loading was analytically and experimentally investigated. The initial crookedness of the column and longitudinal inertia give rise to coupled flexural-longitudinal vibrations. Further, the Weber effect and longitudinal inertia result in coupling between longitudinal and torsional oscillations. To assess the validity of the theory, an experimental apparatus was set up to axially excite a column using a vibration control generator and an electromagnetic shaker. The experimental results were in good agreement with the theoretical predictions. Coupled longitudinal vibrations exhibiting a frequency ratio of 1:2 were observed. Coupled flexural oscillations were also observed, though a frequency ratio was not established. Further, the experimental results suggest that coupled vibrations other than those theoretically expected were present. In particular, a longitudinal coupled vibration with a frequency ratio of 1:3 was observed, and a corresponding coupled flexural oscillation was present. A coupled torsional mode was experimentally observed when the applied frequency was twice the fundamental torsional frequency. A second coupled torsional mode appeared when the excitation frequency was three times the fundamental torsional frequency. The phase relationship between the coupled vibrations was observed. The resonant coupled vibrations were found to be significant at certain frequencies. / Applied Science, Faculty of / Mechanical Engineering, Department of / Graduate

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