Structural Engineering and Mechanics

  • 제42권1호
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  • Pages.95-119
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  • 2012
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Response of forced Euler-Bernoulli beams using differential transform method

  • Catal, Seval (Department of Civil Engineering, Faculty of Engineering (Applied Mathematics), Dokuz Eylul University)
  • 투고 : 2011.12.12
  • 심사 : 2012.02.28
  • 발행 : 2012.04.10
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, forced vibration differential equations of motion of Euler-Bernoulli beams with different boundary conditions and dynamic loads are solved using differential transform method (DTM), analytical solutions. Then, the modal deflections of these beams are obtained. The calculated modal deflections using DTM are represented in tables and depicted in graphs and compared with the results of the analytical solutions where a very good agreement is observed.

키워드

참고문헌

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