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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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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 (9)
참고문헌 신청
Schnobrich W. C. / 1988 / Umbrella and Gable Roofs :89~114
권흥주 / 2011 / 역우산형 쌍곡포물선 쉘의 유한요소해석 / 한국공간구조학회지 11(1):88~96
Journal of the Structural Division / 1976 / Design of Hipped Hypar Shells / Journal of the Structural Division 102(ST 11):2151~2161
Simmonds S. H. / 1989 / Effect of Support Movement on Hyperbolic Paraboloid Shells / Journal of Structural Engineering 115(1):19~31
Jadik T. / 1995 / Gabled Hyperbolic Paraboloid Roofs without Edge Beams / Journal of Structural Engineering 121(2):328~335
권흥주 / 2011 / 역우산형 쌍곡포물선 쉘의 유한요소해석 / 한국공간구조학회지 11(1):88~96
Journal of the Structural Division / 1976 / Design of Hipped Hypar Shells / Journal of the Structural Division 102(ST 11):2151~2161
Simmonds S. H. / 1989 / Effect of Support Movement on Hyperbolic Paraboloid Shells / Journal of Structural Engineering 115(1):19~31
Jadik T. / 1995 / Gabled Hyperbolic Paraboloid Roofs without Edge Beams / Journal of Structural Engineering 121(2):328~335
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