Structural Engineering and Mechanics

  • 제43권6호
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  • Pages.761-769
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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

Modified finite element-transfer matrix method for the static analysis of structures

  • Ozturk, D. (Department of Civil Engineering, Engineering Faculty, Ege University) ;
  • Bozdogan, K. (Department of Civil Engineering, Engineering Faculty, Kirklareli University) ;
  • Nuhoglu, A. (Department of Civil Engineering, Engineering Faculty, Ege University)
  • 투고 : 2011.09.13
  • 심사 : 2012.08.09
  • 발행 : 2012.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper the Modified Finite Element-Transfer Matrix Method, which is the combination of Transfer Matrix Method and Finite Element Method, is applied to the static analysis of the structures. In the method, the structure is divided into substructures thus the number of unknowns that need to be worked out is reduced due to the transformation process. The static analysis of the structures can be performed easily and speedily by the proposed method. At the end of the study examples are presented for ensuring the agreement between the proposed method and classic Finite Element Method.

키워드

참고문헌

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피인용 문헌

  1. Static analysis of the complex multilayered soil field using the modified scaled boundary finite element method 2016, https://doi.org/10.1080/19648189.2016.1233140
  2. Study on the Seismic Response of a Portal Frame Structure Based on the Transfer Matrix Method of Multibody System vol.6, 2014, https://doi.org/10.1155/2014/614208
  3. Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element-transfer matrix method vol.46, pp.1, 2013, https://doi.org/10.12989/sem.2013.46.1.001