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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 151 to 160 of 802 (0.033 seconds)Spelling suggestions: "subject:"[een] BUCKLING"" "subject:"[enn] BUCKLING""
| 151 |
Effect of load angle on the compressive failure of fiberglass/epoxy faced, honeycomb sandwich structureLantz, Robert Butler 12 1900 (has links)
No description available.
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| 152 |
Preliminary investigation of flange local buckling in pultruded wide flange structural shapesVakiener, Adam R. 08 1900 (has links)
No description available.
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| 153 |
Buckling, postbuckling deformation and vibration of a delaminated plateJane, Kuo Chang 05 1900 (has links)
No description available.
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| 154 |
Local buckling of pultruded I-shape columnsYoon, Soon Jong 08 1900 (has links)
No description available.
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| 155 |
Buckling of a spherical sandwich shell under uniform external pressureAnderson, John Palmer 05 1900 (has links)
No description available.
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| 156 |
Delamination buckling of pressure-loaded laminated cylindrical shells and panelsChen, Zi Qi 12 1900 (has links)
No description available.
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| 157 |
An investigation of the elastic behaviour of the 'CUBIC' space frameChilton, J. C. January 1988 (has links)
No description available.
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| 158 |
The influence of semi-rigid connections on the behaviour of slender structuresFeng, Xiu January 1994 (has links)
No description available.
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| 159 |
Dynamic buckling of square tubesYang, Zhicheng January 1997 (has links)
No description available.
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| 160 |
Finite element analysis for the elastic stability of thin walled open section columns under generalized loadingNanayakkara, Masarachige A. January 1986 (has links)
The current interest in collapse characteristics brought about by crashworthiness requirements ýas shown the need for a better understanding and predictive capability for the thin walled open section structures. In general three possible modes exist in which a loaded thin walled open section column can buckle: 1) they can bend in the plane of one of the principal axes; 2) they can twist about the shear. centre; 3) or they can bend and twist simultaneously. The following study was undertaken to investigate the general failure of thin walled open section structures. A literature survey was conducted and it prevailed that a basic fundamental theoretical study was vital in describing the behaviour of thin walled structural members. The following stages of theoretical study have been completed: 1) Formulation of the stiffness matrix to predict the generalised force-displacement relationships assuming the small displacement theory in the linear elastic range. 2) Formulation of the geometric stiffness matrix to predict the buckling criteria under generalised loading and end constraints in the linear elastic range. 3) Formulation of the compound coordinate transformation matrix to relate local and global displacements or forces. 4) Preparation of the associated finite element computer program to solve general thin walled open sections structural problems.
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