Dynamic Analysis Of Straight And Curved Beams On Elastic Foundation

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dc.contributor.author Faruk Firat Calim; Mustafa Kemal University
dc.date 2013-06-07 05:17:13
dc.date.accessioned 2013-07-15T11:43:06Z
dc.date.accessioned 2015-11-23T16:05:03Z
dc.date.available 2013-07-15T11:43:06Z
dc.date.available 2015-11-23T16:05:03Z
dc.date.issued 2013-07-15
dc.identifier http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/310
dc.identifier.uri http://dspace.epoka.edu.al/handle/1/520
dc.description.abstract Free and forced vibration analysis of straight and curved beams on elastic foundation are investigated in Laplace domain. The Timoshenko beam theory is adopted in the derivation of the governing equation. The curvature of the rod axis, effect of rotary inertia and, shear and axial deformations are considered in the formulation. Ordinary differential equations in scalar form obtained in the Laplace domain are solved numerically using the complementary functions method to calculate the dynamic stiffness matrix of the problem. The solutions obtained are transformed to the real space using the Durbin's numerical inverse Laplace transform method. The dynamic analysis of straight and curved beams on elastic foundation are analyzed through various examples.
dc.format application/pdf
dc.language en
dc.publisher International Balkans Conference on Challenges of Civil Engineering
dc.rights Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference.
dc.source International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering
dc.subject Straight and curved beams; Elastic foundation; Free vibration; Forced vibration; Complementary functions method
dc.title Dynamic Analysis Of Straight And Curved Beams On Elastic Foundation
dc.type Peer-reviewed Paper


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  • BCCCE 2011
    1st International Balkans Conference on Challenges of Civil Engineering

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