Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/9591
Title: Rotary inertia and higher modes effect on the dynamic response of timoshenko beams on two-parameter elastic foundation
Authors: Hızal, Çağlayan
Çatal, Hikmet Hüseyin
Keywords: Rotary inertia
Higher modes effect
Separation of variables method
Two parameter-foundation
Issue Date: 2019
Publisher: Turkish Chamber of Civil Engineers
Abstract: This study investigates the effects of rotary inertia and higher modes on the dynamic response of the axially loaded Timoshenko beams on two-parameter foundation with generalized elastic end conditions. A simplified modal analysis procedure is presented by using the conventional separation of variables method. The effect of rotary inertia on the solution of free vibration differential equation is discussed. A numerical example is presented to investigate the coupled effect of rotary inertia and higher modes on the bending moment and shear force responses.
URI: https://doi.org/10.18400/tekderg.408772
https://hdl.handle.net/11147/9591
https://search.trdizin.gov.tr/yayin/detay/403569
ISSN: 1300-3453
0300-2721
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
TR Dizin İndeksli Yayınlar / TR Dizin Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection

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