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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.
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Showing 51 to 60 of 188 (0.05 seconds)Spelling suggestions: "subject:"buckling (echanics)."" "subject:"buckling (hechanics).""
| 51 |
Optimization of shallow arches against snap-through bucklingCaldwell, Hartley McMullin 05 1900 (has links)
No description available.
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| 52 |
Snap-through buckling of shallow arches with nonuniform stiffness under dynamic and quasi-static loadingsRapp, Ira Hammes 05 1900 (has links)
No description available.
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| 53 |
Flexural-torsional buckling of pultruded T-sectionsLee, Seungsik 08 1900 (has links)
No description available.
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| 54 |
Three-dimensional elasticity solutions for buckling of thick specially orthotropic cylidrical shells under torsionKim, Yeonsoo S. 05 1900 (has links)
No description available.
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| 55 |
Experimental study and mathematical modeling of helical buckling of tubulars in inclined wellbores /Saliés, Jacques Braile. January 1994 (has links)
Thesis (Ph.D.)--University of Tulsa, 1994. / Includes bibliographical references (leaves 203-210).
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| 56 |
Classical solution to the buckling of a thin cylindrical shell /Koshnitsky, Nicholas S. January 1982 (has links) (PDF)
Thesis (M.Sc.) - Dept. of Applied Mathematics, University of Adelaide, 1984. / Typescript (photocopy).
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| 57 |
The critical buckling stress of plates stiffened with longitudinal stiffeners /Stanley, Christopher Robert. January 1973 (has links) (PDF)
Thesis (M.E.)--University of Adelaide, Dept. of Civil Engineering, 1973.
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| 58 |
Analysis of steel silo structures on discrete supports /Li, Hongyu. January 1994 (has links)
Thesis (Ph.D) --University of Edinburgh, 1994.
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| 59 |
Long-term creep of encased polymer linersRangarajan, Shalini. January 2002 (has links)
Thesis (M.S.)--West Virginia University, 2002. / Title from document title page. Document formatted into pages; contains xiv, 117 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 111-113).
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| 60 |
Lateral stability of two-and three-hinged glulam archesEgerup, Arne Ryden January 1972 (has links)
This thesis presents the results of a theoretical and experimental study of the lateral buckling of two- and three-hinged arches of rectangular cross-section with laterally restrained top edges. The structure is analysed with and without a linear torsional restraint along the top edge.
The problem is formulated using the stiffness method. A stiffness matrix including the effects of lateral bending and torsion is used. The buckling load is defined as the smallest load at which the structure stiffness matrix becomes singular. The method of solution of the theoretical lateral buckling is iteration (eigen value problem) and determinant plot.
This theoretical approach is verified by model tests with two- and three-hinged parabolic glulam arches in the laboratory. The method of solution for model test is the Southwell plot. The results of the tests are presented and are shown to be satisfactory.
A set of numerical results are given for a range of arches with torsional restraint at the top edge and for various load distributions. A sample of calculations of a practical arch shows that, although the arch is safe according to the existing code, it is only safe considering lateral buckling including a torsional restraint at the top edge. / Applied Science, Faculty of / Civil Engineering, Department of / Graduate
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