스팬 300m 구형래티스 돔의 형상과 하중조건에 따른 안정성 검토

서지정보

ㆍ발행기관 : 한국복합신소재구조학회 ㆍ수록지정보 : 복합신소재구조학회 논문집 / 8권 / 4호
ㆍ저자명 : 윤석호, 이동우, 정환목

목차

1. 서 론
2. 돔의 형상 및 해석 영역
3. 안정 해석
3.1 해석 모델
3.2 해석 방법
3.3 해석 조건
4. 해석 결과 및 분석
4.1 안정해석 결과표
4.2 좌굴하중 검토
4.3 좌굴모드 검토
4.4 변형 모드
4.5 좌굴 전 하중-변위곡선
5. 결 론
ACKNOWLEDGMENT
REFERENCES

영어 초록

In recent years, single layer latticed domes have attracted many designers and researchers’s attention all over the world, because single layer latticed domes as space structure are of great advantage in not only mechanical rationality but also function, fabrication, construction and economic aspect. Yamada developed the shape factor S which represents the shape of spherical latticed dome from a structural perspective as well as a geometric perspective. According to a prior study, the structural behavior and the buckling characteristics of the latticed dome were mostly noticeable when the shape factor of latticed dome was in the range of 1.5 to 5. That is, S, in the range of 1.5 to 5, are able to estimate not only overall buckling, but also member buckling and nodal buckling. In this study, we developed shape models using various size of members with the fixed rise-span ratio. One particular characteristic of the latticed dome is that it is not only light in weight but also high in strength. But the aiming at the use of light-weight materials and at the minimized section of members may result in buckling to cause an unstable state of the overall structure when the external force reaches a limitation. Especially, the structural strength is disadvantageous to the snow loads than the earthquake loads because of light-weight, and is greatly affected by the conditions of loading. This paper is to develop the structural stability according to the shapes and load conditions for single-layer latticed spherical dome with 300m span.

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