Parametric vibration of beam-columns

Bovornkiratikajorn, Sermsilpa

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dc.contributor.author	Bovornkiratikajorn, Sermsilpa
dc.contributor.other	Youngstown State University, degree granting institution.
dc.contributor.other	Youngstown State University. Rayen School of Engineering.
dc.date.accessioned	2020-08-04T16:33:06Z
dc.date.available	2020-08-04T16:33:06Z
dc.date.issued	1973
dc.identifier.other	905915883
dc.identifier.other	b1678977
dc.identifier.uri	https://jupiter.ysu.edu/record=b1678977
dc.identifier.uri	http://hdl.handle.net/1989/15629
dc.description	vii, 53 leaves : illustrations ; 29 cm Thesis M.S. Youngstown State University 1973. Includes bibliographical references (leaf 53).	en_US
dc.description.abstract	The purpose of this thesis is to investigate the parametric vibration of a beam-column including the effects of shearing stress and transverse and rotary inertia. The effect of shear on the dynamic regions of stability and instability of the beam-column is determined, The theory yields the classical Mathieu-type differential equation. The stable and unstable solutions of the equation are investigated using the- Hill-determinant method, The effect of shear stress on the stability of the solutions of the equations is determined mathematically and is pictured graphically. A comparison is made with the classical solution for the special case when shear and rotary inertia are neglected.	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, 1973.	en_US
dc.relation.ispartofseries	Master's Theses;no. 0047
dc.subject	Strains and stresses.	en_US
dc.subject	Parametric vibration.	en_US
dc.subject	Girders.	en_US
dc.title	Parametric vibration of beam-columns	en_US
dc.type	Thesis	en_US

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