Earthquakes and Structures

  • 제15권4호
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  • Pages.361-367
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  • 2018
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Dynamic analysis of immersion concrete pipes in water subjected to earthquake load using mathematical methods

  • Haghighi, Mohammad Salkhordeh (Department of Civil Engineering, Faculty of Engineering, University of Zabol) ;
  • Keikha, Reza (Department of Civil Engineering, Faculty of Engineering, University of Zabol) ;
  • Heidari, Ali (Department of Civil Engineering, Faculty of Engineering, University of Zabol)
  • 투고 : 2018.05.02
  • 심사 : 2018.05.30
  • 발행 : 2018.10.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, dynamic analysis of concrete pipe submerged in the fluid and conveying fluid is studied subjected to earthquake load. The structure is modeled by classical shell theory and the force induced by internal fluid is obtained by Navier-Stokes equation. Applying energy method and Hamilton's principle, the motion equations are derived. Based on Navier and Newmark methods, the dynamic deflection of the structure is calculated. The effects of different parameters such as mode number, thickness to radius ratios, length to radius ratios, internal and external fluid are discussed on the seismic response of the structure. The results show that considering internal and external fluid, the dynamic deflection increases.

키워드

참고문헌

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