한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제12권4호
  • /
  • Pages.57-69
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  • 2012
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  • 1598-4095(pISSN)
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  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
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지점변형을 하는 모임지붕형 쌍곡포물선쉘의 유한요소 해석

Finite Element Analysis of Gabled Hyperbolic Paraboloid Shells Subjected to Support Movements

  • 투고 : 2012.08.28
  • 심사 : 2012.11.30
  • 발행 : 2012.12.15
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초록

This study investigated the behaviors of the gabled hyperbolic paraboloid shell structure subjected to differential settlement and the horizontal displacement due to the elongation of tie rod/beam on supports. Two types of shell structure with different roof slopes are used in study; conventional type which has perimeter beams around the shell panel, and simple type which removes the edge beams along the slab edge line. The effect of the removal of edge beam under vertical or horizontal displacement on supports, and the roof slope was compared using the finite element analysis.

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참고문헌

  1. Schnobrich W.C., "Umbrella and Gable Roofs", SP-110, ACI, 1988, pp.89-114
  2. Kwon, H .J,, Yu , E.J. and Rha, C.S., "Finite Element Analysis of Inverted Umbrella-type Hyperbolic Paraboloid Shell", Journal of the Korean Association for Spatial Structures, Vol.11, No.1, 2011, p p .87-95 https://doi.org/10.9712/KASS.2011.11.1.087
  3. Shaaban A. and Ketchum M.S., "Design of Hipped Hypar Shells", Journal of the Structural Division, 102(ST 11), 1976, pp.2151-2161
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  5. Jadik T. and Billington D.P., "Gabled Hyperbolic Paraboloid Roofs without Edge Beams", Journal of Structural Engineering, 121(2), 1995, pp.328-335 https://doi.org/10.1061/(ASCE)0733-9445(1995)121:2(328)
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  7. Kim, S.N., Yu, E.J. and Rha, C.S., "Finite Element Analysis of Gabled Hyperbolic Paraboloid Shells", Journal of the Korean Association for Spatial Structures, Vol.12, No.1, 2012, pp.87-98 https://doi.org/10.9712/KASS.2012.12.1.087
  8. CSI Analysis Reference Manual, 2005
  9. Korean Building Code, AIK , 2009