Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

Çağlayan HIZAL, (İzmir Yüksek Teknoloji Enstitüsü, İnşaat Mühendisliği Bölümü)
Hikmet Hüseyin ÇATAL (Dokuz Eylül Üniversitesi, İnşaat Mühendisliği Bölümü)
Teknik Dergi
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Yıl: 2019 Cilt: 30 Sayı: 4 Sayfa Aralığı: 9289 - 9308 Metin Dili: İngilizce DOI: 10.18400/tekderg.408772 İndeks Tarihi: 16-04-2021

Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

Öz:
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.
Anahtar Kelime:

Belge Türü: Makale Makale Türü: Araştırma Makalesi Erişim Türü: Erişime Açık
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APA HIZAL Ç, ÇATAL H (2019). Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. , 9289 - 9308. 10.18400/tekderg.408772
Chicago HIZAL Çağlayan,ÇATAL Hikmet Hüseyin Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. (2019): 9289 - 9308. 10.18400/tekderg.408772
MLA HIZAL Çağlayan,ÇATAL Hikmet Hüseyin Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. , 2019, ss.9289 - 9308. 10.18400/tekderg.408772
AMA HIZAL Ç,ÇATAL H Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. . 2019; 9289 - 9308. 10.18400/tekderg.408772
Vancouver HIZAL Ç,ÇATAL H Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. . 2019; 9289 - 9308. 10.18400/tekderg.408772
IEEE HIZAL Ç,ÇATAL H "Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation." , ss.9289 - 9308, 2019. 10.18400/tekderg.408772
ISNAD HIZAL, Çağlayan - ÇATAL, Hikmet Hüseyin. "Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation". (2019), 9289-9308. https://doi.org/10.18400/tekderg.408772
APA HIZAL Ç, ÇATAL H (2019). Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi, 30(4), 9289 - 9308. 10.18400/tekderg.408772
Chicago HIZAL Çağlayan,ÇATAL Hikmet Hüseyin Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi 30, no.4 (2019): 9289 - 9308. 10.18400/tekderg.408772
MLA HIZAL Çağlayan,ÇATAL Hikmet Hüseyin Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi, vol.30, no.4, 2019, ss.9289 - 9308. 10.18400/tekderg.408772
AMA HIZAL Ç,ÇATAL H Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi. 2019; 30(4): 9289 - 9308. 10.18400/tekderg.408772
Vancouver HIZAL Ç,ÇATAL H Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation. Teknik Dergi. 2019; 30(4): 9289 - 9308. 10.18400/tekderg.408772
IEEE HIZAL Ç,ÇATAL H "Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation." Teknik Dergi, 30, ss.9289 - 9308, 2019. 10.18400/tekderg.408772
ISNAD HIZAL, Çağlayan - ÇATAL, Hikmet Hüseyin. "Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation". Teknik Dergi 30/4 (2019), 9289-9308. https://doi.org/10.18400/tekderg.408772
Sayfa Oluşturulma Tarihi
23-04-2024 17:9

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