RISS 학술연구정보서비스

검색

인기 검색어

    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
    KCI등재후보

    목구조 설계를 위한 확정론적 구조 설계법과 확률 기반 구조 설계법의 비교 연구 = Methods for wooden structural design- A comparative research between deterministic design and probability based design

    한글로보기

    https://www.riss.kr/link?id=A104330967

    • 0

      상세조회
    • 0

      다운로드
    서지정보 열기
    • 내보내기
    • 내책장담기
    • 공유하기
    • 오류접수
    인용문이 복사되었습니다.

    부가정보

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the corresponding structure for the designer or user, also that permitted the broad consideration in the safety of structures. In addition, it can give the quantitative lifetime of the related structure in the calculation process of target reliability index. Also, incidental economical efficiency can be expected because decrease of required structural material can be obtained by using the practical material data. Unlikely current deterministic structural design methods, main advantage is the reflection of real condition in the structural design process by application of the data with not small clear specimen but structural size material.
    Advanced countries, namely America, Canada, Europe, Australia and New Zealand already converted from allowable stress design(ASD) method to PBD method and used as a standard wooden structures code in the late 1980s and 1990s. Other domestic constructions standards such as the steel or concrete constructions accepted and used the PBD methods already. Accordingly, wooden structural design method also should be converted from deterministic ASD to probabilistic LRFD(Load and resistance factor design) in order to keep pace with worldwide demands for PBD.
    Hence, to suggest the reason of introduction the PBD in domestic wooden structural design and analysis, a brief example was used to show the different reliability index by using the different design methods. Definition, merits and demerits of deterministic ASD and probabilistic LRFD were followed. Also the three examples were presented to show the similarity and differences between ASD and LRFD. Finally, connection problems that might cause a disputation in wooden structural design and analysis were broadly examined.
    번역하기

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the correspondi...

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the corresponding structure for the designer or user, also that permitted the broad consideration in the safety of structures. In addition, it can give the quantitative lifetime of the related structure in the calculation process of target reliability index. Also, incidental economical efficiency can be expected because decrease of required structural material can be obtained by using the practical material data. Unlikely current deterministic structural design methods, main advantage is the reflection of real condition in the structural design process by application of the data with not small clear specimen but structural size material.
    Advanced countries, namely America, Canada, Europe, Australia and New Zealand already converted from allowable stress design(ASD) method to PBD method and used as a standard wooden structures code in the late 1980s and 1990s. Other domestic constructions standards such as the steel or concrete constructions accepted and used the PBD methods already. Accordingly, wooden structural design method also should be converted from deterministic ASD to probabilistic LRFD(Load and resistance factor design) in order to keep pace with worldwide demands for PBD.
    Hence, to suggest the reason of introduction the PBD in domestic wooden structural design and analysis, a brief example was used to show the different reliability index by using the different design methods. Definition, merits and demerits of deterministic ASD and probabilistic LRFD were followed. Also the three examples were presented to show the similarity and differences between ASD and LRFD. Finally, connection problems that might cause a disputation in wooden structural design and analysis were broadly examined.

    더보기

    다국어 초록 (Multilingual Abstract) kakao i 다국어 번역

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the corresponding structure for the designer or user, also that permitted the broad consideration in the safety of structures. In addition, it can give the quantitative lifetime of the related structure in the calculation process of target reliability index. Also, incidental economical efficiency can be expected because decrease of required structural material can be obtained by using the practical material data. Unlikely current deterministic structural design methods, main advantage is the reflection of real condition in the structural design process by application of the data with not small clear specimen but structural size material.
    Advanced countries, namely America, Canada, Europe, Australia and New Zealand already converted from allowable stress design(ASD) method to PBD method and used as a standard wooden structures code in the late 1980s and 1990s. Other domestic constructions standards such as the steel or concrete constructions accepted and used the PBD methods already. Accordingly, wooden structural design method also should be converted from deterministic ASD to probabilistic LRFD(Load and resistance factor design) in order to keep pace with worldwide demands for PBD.
    Hence, to suggest the reason of introduction the PBD in domestic wooden structural design and analysis, a brief example was used to show the different reliability index by using the different design methods. Definition, merits and demerits of deterministic ASD and probabilistic LRFD were followed. Also the three examples were presented to show the similarity and differences between ASD and LRFD. Finally, connection problems that might cause a disputation in wooden structural design and analysis were broadly examined.
    번역하기

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the correspondi...

    Probability based design(PBD)method has some advantages against current design methods. First, it can provide the quantitative values for the structural safety or capacity through the reliability index,. That presented the certainty on the corresponding structure for the designer or user, also that permitted the broad consideration in the safety of structures. In addition, it can give the quantitative lifetime of the related structure in the calculation process of target reliability index. Also, incidental economical efficiency can be expected because decrease of required structural material can be obtained by using the practical material data. Unlikely current deterministic structural design methods, main advantage is the reflection of real condition in the structural design process by application of the data with not small clear specimen but structural size material.
    Advanced countries, namely America, Canada, Europe, Australia and New Zealand already converted from allowable stress design(ASD) method to PBD method and used as a standard wooden structures code in the late 1980s and 1990s. Other domestic constructions standards such as the steel or concrete constructions accepted and used the PBD methods already. Accordingly, wooden structural design method also should be converted from deterministic ASD to probabilistic LRFD(Load and resistance factor design) in order to keep pace with worldwide demands for PBD.
    Hence, to suggest the reason of introduction the PBD in domestic wooden structural design and analysis, a brief example was used to show the different reliability index by using the different design methods. Definition, merits and demerits of deterministic ASD and probabilistic LRFD were followed. Also the three examples were presented to show the similarity and differences between ASD and LRFD. Finally, connection problems that might cause a disputation in wooden structural design and analysis were broadly examined.

    더보기

    참고문헌 (Reference)

    1 조효남, "확률이론에 기초한 철근콘크리트 강도설계규준" 6 (6): 53-60, 1986

    2 Kenneth J.Fridley, "Wood Engineering in the 21st century:research needs and goals" 109-113, 1997

    3 Keith F.Faherty, "Wood Engineering and construction handbook" McGraw-Hill,Inc 1989

    4 David S.Gromala, "Wood Design Focus" 5 (5): 1994

    5 Douglas R Rammer, "Wood Construction Codes Issues in the United States" 39-49, 2006

    6 T. E. McLain, "Timber connection design in the U.S. converting to LRFD format" 277-285, 1991

    7 Sven Thelandersson, "Timber Engineering" John Wiley & Sons, LTD 169-230, 2003

    8 The building center of Japan, "The building standard law of Japan"

    9 Chen Wai-Fah, "Structural Engineering Handbook" CRC Press LLC 1999

    10 Bruce R. Ellingwood, "Status of reliability-based design in North America: Impact for engineered wood construction"

    1 조효남, "확률이론에 기초한 철근콘크리트 강도설계규준" 6 (6): 53-60, 1986

    2 Kenneth J.Fridley, "Wood Engineering in the 21st century:research needs and goals" 109-113, 1997

    3 Keith F.Faherty, "Wood Engineering and construction handbook" McGraw-Hill,Inc 1989

    4 David S.Gromala, "Wood Design Focus" 5 (5): 1994

    5 Douglas R Rammer, "Wood Construction Codes Issues in the United States" 39-49, 2006

    6 T. E. McLain, "Timber connection design in the U.S. converting to LRFD format" 277-285, 1991

    7 Sven Thelandersson, "Timber Engineering" John Wiley & Sons, LTD 169-230, 2003

    8 The building center of Japan, "The building standard law of Japan"

    9 Chen Wai-Fah, "Structural Engineering Handbook" CRC Press LLC 1999

    10 Bruce R. Ellingwood, "Status of reliability-based design in North America: Impact for engineered wood construction"

    11 Jozsef Bodig, "Reliability-based design of engineered wood structures" Kluwer Academic Publishers 1991

    12 Ayyub, B.M., "Reliability conditioned partial safety factors" 113 (113): 279-294, 1987

    13 Robert G. Sexsmith, "Limit stats design concepts for timber engineering" 28 (28): 49-54, 1978

    14 Thomas E. Mclain, "LRFD for engineered wood structures - Connention behavioral equations" 119 (119): 1993

    15 Canadian Wood Council, "Introduction to wood design"

    16 David S., "Implementation of Load and Resistance Factor Design in the United States" 40-47, 1996

    17 Keith Crews, "Development of Limit States Design Procedures for Timber Bridges" 292-300, 1996

    18 David W. Green, "Codes and standards for structural wood products and their use in the United States" 3-16, 2000

    더보기

    동일학술지(권/호) 다른 논문

    동일학술지 더보기

    더보기

    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
    2026 평가 재인증평가 신청대상 (재인증)
    2020-01-01 등재 등재학술지 유지 (재인증) KCI등재
    2017-01-01 등재 등재학술지 유지 (계속평가) KCI등재
    2014-01-01 등재 등재학술지 선정 (계속평가) KCI등재
    2013-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2012-01-01 등재 등재후보학술지 유지 (기타) KCI등재후보
    2011-01-01 등재 등재후보 1차 PASS (등재후보1차) KCI등재후보
    2010-01-01 등재 신청제한 (등재후보1차) KCI등재후보
    2009-01-01 등재 등재후보 1차 FAIL (등재후보1차) KCI등재후보
    2007-01-01 등재 등재후보학술지 선정 (신규평가) KCI등재후보
    더보기

    학술지 인용정보

    학술지 인용정보
    기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
    2016 0.19 0.19 0.21
    KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
    0.23 0.22 0.375 0.02
    더보기

    이 자료와 함께 이용한 RISS 자료

    나만을 위한 추천자료

    해외이동버튼