지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술대회자료
- 저자정보
- 발행연도
- 2012.9
- 수록면
- 254 - 258 (5page)
이용수
초록· 키워드
오류제보하기
Prestressed wale have been applied subsequently in various construction site because is excellent in constructability improvement and cost savings than a H-Beam wale. However, despite these various effects and benefits of prestressed wale could not be used due to a number of reasons for stability in several reliability problems. Therefore, the purpose of this study is at least to present the guidelines that by prestressed wale research on the stability and as a result of this process to become more stable process. First, Applicability study prestressed wale in the soft soil by the measurement results compared to the results of stability review, the result is similar to the
results of measurements was examined seems to be stable. In addition, by setting the inhomogeneous soil applicability studying the prestressed wale, assumes the interpretation of adverse soft soil conditions is safe. but the result of the study in stability changes due to changes in pre-stress of Share of the load are more effect than the steel. Finally, the stability changes due to changes in the length of wale reviewing wale length greater than 10m in a typical soft ground can cause problems on stable wale. Therefore, the introduction of prestressed wale proper and appropriate to limit the length of steel. it is necessary to be determined through further in-depth research relating to the same general effect it is necessary to establish criteria.
results of measurements was examined seems to be stable. In addition, by setting the inhomogeneous soil applicability studying the prestressed wale, assumes the interpretation of adverse soft soil conditions is safe. but the result of the study in stability changes due to changes in pre-stress of Share of the load are more effect than the steel. Finally, the stability changes due to changes in the length of wale reviewing wale length greater than 10m in a typical soft ground can cause problems on stable wale. Therefore, the introduction of prestressed wale proper and appropriate to limit the length of steel. it is necessary to be determined through further in-depth research relating to the same general effect it is necessary to establish criteria.
목차
SYNOPSIS
1. 서론
2. 연구방법 및 분석조건
3. 구조해석 및 분석
4. 결론
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UCI(KEPA) : I410-ECN-0101-2014-532-001396096