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단층래티스 돔의 주부재 단면형상에 따른 좌굴특성 검토 (KS규격 기성 강재 사용을 기준으로 함) KCI 등재

A Buckling Characteristics of Single-Layer Lattice Domes according to Section Shapes of Main Frames (The Existing Domestically-Produced Structural Steel is used as Main Frames)

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한국공간구조학회지 (JOURNAL OF THE KOREAN ASSOCIATION FOR AND SPATIAL STRUCTURES)
한국공간구조학회 (Korean Association for Spatial Structures)
초록

The circular hollow section is usually used for member of main frame to carry the external load in single layer lattice dome. But, the H-shaped section may be used for member of main frame since it is convenient for attaching roof panels. Single layer lattice domes have various buckling characteristics, such as the overall buckling, the member buckling, and nodal buckling. The purpose of this study is to compare buckling characteristics of single-layer lattice domes in which the H-shaped steel section as the existing domestically-produced structural steel is used as main frames to those of domes in which a circular hollow section is used as main frames.

목차
 Abstract  1. 서 론  2. 모델 및 해석방법   2.1 형상모델   2.2 해석모델   2.3 해석방법  3. 해석결과 및 좌굴특성 분석   3.1 좌굴특성(Buckling Characteristics)   3.2 형상계수 S와 좌굴내력 관계 검토   3.3 좌굴전 하중-변위 관계 곡선   3.4 좌굴모드(Buckling Mode)  4. 결 론  감사의 글  References
저자
  • 정환목(경동대학교 도시공간디자인학과 교수, 공학박사) | Jung, Hwan-Mok