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.

 Abstract  1. 서 론  2. 해석 모델   2.1 모임지붕형 쉘의 해석에 관한 기존연구   2.2 해석 모델   2.3 지점의 변형  3. 유한요소해석결과   3.1 지점의 부등침하에 의한 영향   3.2 지점의 수평이동에 의한 영향  4. 결 론  - 참고문헌 -

• 김승남(한양대학교 건축공학과 박사과정) | Kim, Seung-Nam
• 유은종( 한양대학교 건축공학과 조교수, 공학박사) | 유은종
• 나창순( 국민대학교 건축학과 부교수, 공학박사) | 나창순