Structural Engineering and Mechanics

  • 제80권1호
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  • Pages.73-81
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  • 2021
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

An improved continuous medium technique for three-dimensional analysis of tall building structures

  • Laier, Jose E. (Department of Structural Engineering, Engineering School of Sao Carlos, University of Sao Paulo)
  • 투고 : 2021.03.30
  • 심사 : 2021.07.28
  • 발행 : 2021.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

This paper presents a three-dimensional analysis of tall building structures using an improved continuous medium technique model in which consistent global column bending and column longitudinal deformation are considered along with a decoupling technique for the resulting system of differential equations. A numerical example shows that although the proposed methodology is very simple and suitable for hand calculations, it presents very good accuracy in comparison with finite element method computations.

키워드

과제정보

The author acknowledges the National Council for Technological and Scientific Development (CNPq) for financial support (grant # 3016152017-9).

참고문헌

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