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지점변형을 하는 모임지붕형 쌍곡포물선쉘의 유한요소 해석Finite Element Analysis of Gabled Hyperbolic Paraboloid Shells Subjected to Support Movements

Other Titles
Finite Element Analysis of Gabled Hyperbolic Paraboloid Shells Subjected to Support Movements
Authors
김승남유은종나창순
Issue Date
Dec-2012
Publisher
한국공간구조학회
Keywords
Gabled shell; Hyperbolic paraboloid shell; Finite element analysis; Support Movement
Citation
한국공간구조학회지, v.12, no.4, pp.57 - 69
Indexed
KCI
Journal Title
한국공간구조학회지
Volume
12
Number
4
Start Page
57
End Page
69
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/163903
DOI
10.9712/KASS.2012.12.4.057
ISSN
1598-4095
Abstract
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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서울 공과대학 > 서울 건축공학부 > 1. Journal Articles

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