Dynamic stability of a beam-column

Kosuwanpipat, Suthat

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dc.contributor.author	Kosuwanpipat, Suthat
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2020-08-25T13:36:26Z
dc.date.available	2020-08-25T13:36:26Z
dc.date.issued	1974
dc.identifier.other	915946282
dc.identifier.other	b1646301
dc.identifier.uri	https://jupiter.ysu.edu/record=b1646301
dc.identifier.uri	http://hdl.handle.net/1989/15759
dc.description	xii, 82 leaves : illustrations ; 29 cm Thesis M.S. Youngstown State University 1974. Includes bibliographical references (leaf 82).	en_US
dc.description.abstract	The purpose of this thesis is to investigate the dynamic stability of a beam-column including the effects of shear and rotary inertia. The nonlinear theory yields a coupled-set of linear partial differential equations of motion. The natural frequencies of free vibration are obtained for the case where shear and rotary inertia are included, as well as, the case of pure shear only. Comparisions are made with the natural frequencies given by the classical theory. Critical buckling loads are determined by the zero condition of natural frequency. The critical buckling loads and natural frequencies, obtained by the Bernoulli-Euler theory, the Pure Shear theory, and Timoshenko theory, are analyzed and graphically compared. The dynamic stiffness matrix which includes the effects of both shear and rotary inertia is formulated. The static stiffness. matrix which includes the effect of shear is also obtained	en_US
dc.description.sponsorship	Youngstown State University. Rayen School of Engineering.	en_US
dc.language.iso	en_US	en_US
dc.publisher	[Youngstown, Ohio] : Youngstown State University, 1974.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0085
dc.subject	Columns.	en_US
dc.subject	Strength of materials.	en_US
dc.subject	Strains and stresses -- Mathematical models.	en_US
dc.title	Dynamic stability of a beam-column	en_US
dc.type	Thesis	en_US

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