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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
- 학술저널
- 저자정보
- 발행연도
- 2018.1
- 수록면
- 6 - 14 (9page)
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In this study, the fragility for transmission tower subjected to wind disaster, which has the greatest influence on transmission tower, was developed for 154kV transmission tower located between Yangyang and Sokcho city. The resistance capacity and the limit state required for the evaluation of the fragility were divided into the major part and the auxiliary part in the steel tower. Moreover, the failure of tower was defined as the yielding stress of each member in the tower which could be used to determine their resistance performance. Domestic wind design guideline and criteria for transmission tower was used to determine the wind loads demand on the tower. By comparing the loading demand and resistance capacity, the failure of tower could be determined which in turn used to derive the wind fragility. The results obtained in this study could be used as a reference for damage prediction system of transmission tower and similar structures.
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등록된 정보가 없습니다.
참고문헌 (6)
참고문헌 신청
ASCE / 2010 / Minimum Design Loads for Buildings and Other Structures, Standard ASCE 7-02 / Structural Engineering Institute of the American Society of Civil Engineers
Ellingwood et al. / 1999 / Wind load statistics for probability-based structural design / Journal of structural engineering :453~463
장진원 / 2007 / 송전철탑 설계기준을 반영한 345kV급 송전철탑의 합리적인 구조해석모델 제안 / 한국강구조학회 논문집 19(4):367~381
K. H. Lee,. / 2005 / Fragility assessment for roof sheathing failure in high wind regions / Engineering Structures 27(6):857~868
Korea electric power corporation (KEPCO) / 2012 / Design code of Electric transmission tower in korea(DS-1111)
Ellingwood et al. / 1999 / Wind load statistics for probability-based structural design / Journal of structural engineering :453~463
장진원 / 2007 / 송전철탑 설계기준을 반영한 345kV급 송전철탑의 합리적인 구조해석모델 제안 / 한국강구조학회 논문집 19(4):367~381
K. H. Lee,. / 2005 / Fragility assessment for roof sheathing failure in high wind regions / Engineering Structures 27(6):857~868
Korea electric power corporation (KEPCO) / 2012 / Design code of Electric transmission tower in korea(DS-1111)
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