스팬 300m 단층래티스 구형돔의 부재배치에 따른 안정성 검토

서지정보

ㆍ발행기관 : 한국복합신소재구조학회 ㆍ수록지정보 : 복합신소재구조학회 논문집 / 7권 / 4호
ㆍ저자명 : 윤석호, 정환목

목차

1. 서 론
2. 돔의 형상 및 네트워크 패턴
3. 돔 골조지붕의 부재배치
3.1 네트워크 분할방법
3.2 부재배치 프로그램 개발
3.3 부재배치 모델
3.4 대표적 모델의 절점 번호 및 부재 번호
4. 안정 해석
4.1 해석 모델
4.2 해석 방법
4.3 해석 조건
4.4 해석 결과 및 분석
5. 결 론
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. One of the most important factor, in building of single-layer single-layer lattice spherical dome with 300m span, is to ensure the structural safety. Network pattern of single layer latticed domes can be infinitely taken into account. The typical network patterns are triangle, square, hexagon etc. Especially triangular network pattern has mechanically more advantage than the other network patterns because of having not only a large equivalent shearing rigidity but also a large equivalent bending rigidity and axial rigidity. Among the triangular network pattern, that is, 3 way grid pattern, there are many mechanical differences according to the arranging methods of members. In order to ensure the structural stability of single-layer latticed dome with 3 way grid, designers are required to maintain a constant member length and the member angle. In order to achieve this, it is important to search the member array that the standard deviation of the member lengths and angles is the smallest. This paper is to develop the arrangement of member and to verify its validity for single-layer latticed spherical dome with 300m span.

참고 자료

없음