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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2015.6
- 수록면
- 46 - 49 (4page)
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초록· 키워드
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In this paper, improved out-of-plane design of parabolic arches was proposed based on the current design code. The arches resist general loading by a combination of axial compression and bending actions, and the interaction formula between two extreme cases of axial and bending actions is generally used for the design. Firstly, the out-of-plane buckling strength of arches in a pure axial compression and a pure bending were studied. Then, out-of-plane design of parabolic aches under general transverse loading was investigated. From the results, it can be found that the proposed design equations provided good prediction of out-of-plane strength for parabolic arches which satisfy the thresholds for deep arches, while proposed design equations overestimated the buckling load of shallow arches
목차
Abstract
1. Introduction
2. Out-of-plane Design Based on the Current Design Code
3. Description of Finite Element Model
4. Verification of Proposed Design
5. Conclusions
References
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UCI(KEPA) : I410-ECN-0101-2016-326-001785162