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논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2016.10
- 수록면
- 736 - 739 (4page)
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General regular shaped diagrid structures can express diverse shapes because braces are installed along the exterior faces of the structures and the structures have no columns. However, since irregular shaped structures have diverse variables, studies to assess behaviors resulting from various variables are continuously required to supplement the imperfections related to such variables. In the present study, materials elastic modulus and yield strength were selected as variables for strength that would be applied to diagrid structural systems in the form of Twisters among the irregular shaped buildings classified by Vollers and would affect the structural designs of such structural systems. The purpose of the this study is to conduct sensitivity analysis for axial rotation diagrid structural systems according to changes in brace angles in order to identify those design variables that have relatively larger effects and the tendencies of the sensitivity of the structures according to changes in brace angles and axial rotation angles.
목차
Abstract
1. 서론
2. 민감도해석
3. 해석 모델
4. 해석 수행 결과
5. 결론
참고문헌
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UCI(KEPA) : I410-ECN-0101-2017-540-002140978