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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.41 No.5
- 발행연도
- 2012.1
- 수록면
- 575 - 589 (15page)
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초록· 키워드
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This paper presents a reliability analysis of steel I-beams with rectangular web openings, based on a combination of the common probabilistic reliability methods, such as RSM, FORM and SORM and using data obtained from experimental tests performed at the Istanbul Technical University. A procedure is proposed to obtain the optimum design load that can be applied to this type of structural members, by taking into account specified target values of reliability indices for ultimate and serviceability limit states. The goal of the paper is to present an algorithm to obtain more realistic and economical design of beams and to demonstrate that it can be applied efficiently to steel I-beams with web openings. Finally, a sensitivity analysis is performed allowing to ranking the random variables according to their importance in the reliability analysis.
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참고문헌 (29)
참고문헌 신청
Allaix, D.L. / 2011 / An improvement of the response surface method / uct. Saf. 33:165~172
Bayramoglu, G. / 1991 / Experimental study of the rectangular web openings with 1/2 NPI chords
Bayramoglu, G. / 1996 / Deflection behaviour of steel I-beams having rectangular web openings / Bull. Tech. Univ. Istanbul 49(3-4):653~661
Bucher, C.G. / 1990 / A fast and efficient response surface approach for structural reliability problems / Struct. Saf. 7(1):57~66
Buonopane, S.G. / 2006 / Reliability of steel frames designed with advanced analysis / J. Struct. Eng.-ASCE 132(2):267~276
Bayramoglu, G. / 1991 / Experimental study of the rectangular web openings with 1/2 NPI chords
Bayramoglu, G. / 1996 / Deflection behaviour of steel I-beams having rectangular web openings / Bull. Tech. Univ. Istanbul 49(3-4):653~661
Bucher, C.G. / 1990 / A fast and efficient response surface approach for structural reliability problems / Struct. Saf. 7(1):57~66
Buonopane, S.G. / 2006 / Reliability of steel frames designed with advanced analysis / J. Struct. Eng.-ASCE 132(2):267~276
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