RISS 학술연구정보서비스

검색
다국어 입력

http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.

변환된 중국어를 복사하여 사용하시면 됩니다.

예시)
  • 中文 을 입력하시려면 zhongwen을 입력하시고 space를누르시면됩니다.
  • 北京 을 입력하시려면 beijing을 입력하시고 space를 누르시면 됩니다.
닫기
    인기검색어 순위 펼치기

    RISS 인기검색어

      KCI등재 SCIE SCOPUS

      Estimation of load and resistance factors based on the fourth moment method

      한글로보기

      https://www.riss.kr/link?id=A104815809

      • 0

        상세조회
      • 0

        다운로드
      서지정보 열기
      • 내보내기
      • 내책장담기
      • 공유하기
      • 오류접수

      부가정보

      다국어 초록 (Multilingual Abstract)

      The load and resistance factors are generally obtained using the First Order Reliability Method (FORM), in which the design point should be determined and derivative-based iterations have to be used. In this paper, a simple method for estimating the l...

      The load and resistance factors are generally obtained using the First Order Reliability Method (FORM), in which the design point should be determined and derivative-based iterations have to be used. In this paper, a simple method for estimating the load and resistance factors using the first four moments of the basic random variables is proposed and a simple formula for the target mean resistance is also proposed to avoid iteration computation. Unlike the currently used method, the load and resistance factors can be determined using the proposed method even when the probability density functions (PDFs) of the basic random variables are not available. Moreover, the proposed method does not need either the iterative computation of derivatives or any design points. Thus, the present method provides a more convenient and effective way to estimate the load and resistance factors in practical engineering. Numerical examples are presented to demonstrate the advantages of the proposed fourth moment method for determining the load and resistance factors.

      더보기

      참고문헌 (Reference)

      1 Barranco-Cicilia, F, "Structural reliability analysis of limit state functions with multiple design points using evolutionary strategies" 10 (10): 87-97, 2009

      2 Melchers,R.E, "Structural Reliability Analysis and Prediction, 2nd edition" John Wiley & Sons 1999

      3 Nowak, A.S, "Reliability of Structures in Civil Engineering Series" McGraw-Hill International Editions 2000

      4 Ugata,T, "Reliability analysis considering skewness of distribution-Simple evaluation of load and resistance factors" (529) : 43-50, 2000

      5 AIJ, "Recommendations for Limit State Design of Buildings" Architectural Institute of Japan (AIJ) 2002

      6 Ang, A.H.S, "Probability Concepts in Engineering Planning and Design, Vol II: Decision, Risk, and Reliability" J. Wiley & Sons 1984

      7 Mori,Y, "Practical method for load and resistance factors for use in limit state design" (559) : 39-46, 2002

      8 Der-Kiureghian, A, "Multiple design points in first and second order reliability" 20 (20): 37-49, 1998

      9 Zhao, Y.G, "Investigation on the applicable range of the fourth- moment method" 6 (6): 151-158, 2007

      10 Zhao, Y.G, "Fourth-moment standardization for structural reliability assessment" 133 (133): 916-924, 2007

      1 Barranco-Cicilia, F, "Structural reliability analysis of limit state functions with multiple design points using evolutionary strategies" 10 (10): 87-97, 2009

      2 Melchers,R.E, "Structural Reliability Analysis and Prediction, 2nd edition" John Wiley & Sons 1999

      3 Nowak, A.S, "Reliability of Structures in Civil Engineering Series" McGraw-Hill International Editions 2000

      4 Ugata,T, "Reliability analysis considering skewness of distribution-Simple evaluation of load and resistance factors" (529) : 43-50, 2000

      5 AIJ, "Recommendations for Limit State Design of Buildings" Architectural Institute of Japan (AIJ) 2002

      6 Ang, A.H.S, "Probability Concepts in Engineering Planning and Design, Vol II: Decision, Risk, and Reliability" J. Wiley & Sons 1984

      7 Mori,Y, "Practical method for load and resistance factors for use in limit state design" (559) : 39-46, 2002

      8 Der-Kiureghian, A, "Multiple design points in first and second order reliability" 20 (20): 37-49, 1998

      9 Zhao, Y.G, "Investigation on the applicable range of the fourth- moment method" 6 (6): 151-158, 2007

      10 Zhao, Y.G, "Fourth-moment standardization for structural reliability assessment" 133 (133): 916-924, 2007

      11 G.I. Schueller, "Efficient Monte Carlo simulation procedures in structural uncertainty and reliability analysis - recent advances" 국제구조공학회 32 (32): 1-20, 2009

      12 Yan-Gang Zhao, "Cubic normal distribution and its significance in structural reliability" 국제구조공학회 28 (28): 263-280, 2008

      13 Zhao, Y.G, "A simple third-moment method for structural reliability" 5 (5): 129-136, 2006

      14 Fleishman,A.L, "A method for simulating non-normal distributions" 43 (43): 521-532, 1978

      더보기

      동일학술지(권/호) 다른 논문

      분석정보

      View

      상세정보조회

      0

      Usage

      원문다운로드

      0

      대출신청

      0

      복사신청

      0

      EDDS신청

      0

      동일 주제 내 활용도 TOP

      더보기

      주제

      연도별 연구동향

      연도별 활용동향

      연관논문

      연구자 네트워크맵

      공동연구자 (7)

      유사연구자 (20) 활용도상위20명

      인용정보 인용지수 설명보기

      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2021-12-01 평가 등재후보 탈락 (해외등재 학술지 평가)
      2020-12-01 평가 등재후보로 하락 (해외등재 학술지 평가) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재
      2005-05-26 학술지명변경 한글명 : 국제구조계산역학지 -> Structural Engineering and Mechanics, An Int'l Journal KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
      더보기

      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.79 0.68 0.453 0.33
      더보기

      이 자료와 함께 이용한 RISS 자료

      나만을 위한 추천자료

      해외이동버튼