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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2003.10
- 수록면
- 163 - 166 (4page)
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초록· 키워드
오류제보하기
Tapered H-shaped beams are often used in the structures with large spans and roof crane running beams; for the purpose of member self-weight reduction and appropriately architectural representation. The purpose of this study is to represent an accurate calculation method for tapered beam deformations, based on elastic theories.
In this study, equations for beam deformation calculation of whole span tapered or partly tapered beams are represented and compared with structural analysis results of generally used commercial computer program. The equations of Moment of Inertia for tapered H-shaped beams, which may have different width and thickness of their flanges or top and bottom flanges, are induced as well. Compared with the result of generally used structural analysis program, the results of this study will be confirmed for practical use.
In this study, equations for beam deformation calculation of whole span tapered or partly tapered beams are represented and compared with structural analysis results of generally used commercial computer program. The equations of Moment of Inertia for tapered H-shaped beams, which may have different width and thickness of their flanges or top and bottom flanges, are induced as well. Compared with the result of generally used structural analysis program, the results of this study will be confirmed for practical use.
목차
Abstract
1. 서론
2. 변단면 철골부재의 종류와 단면 변화율
3. 변단면 철골부재 단면특성
4. 예제
5. 결론
참고문헌
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UCI(KEPA) : I410-ECN-0101-2009-540-013754954