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      KCI등재 SCIE SCOPUS

      Progressive collapse of reinforced concrete structures

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      https://www.riss.kr/link?id=A104818878

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      다국어 초록 (Multilingual Abstract)

      In the past few decades, effects of natural hazards, such as earthquakes and wind, on existing structures have attracted the attention of researchers and designers. More recently, however, the phenomenon of progressive collapse is becoming more recogn...

      In the past few decades, effects of natural hazards, such as earthquakes and wind, on existing structures have attracted the attention of researchers and designers. More recently, however, the phenomenon of progressive collapse is becoming more recognized in the field of structural engineering. In

      practice, the phenomenon can result from a number of abnormal loading events, such as bomb explosions, car bombs, accidental fires, accidental blast loadings, natural hazards, faulty design and construction practices, and premeditated terrorist acts. Progressive collapse can result not only in disproportionate structural failure, but also disproportionate loss of life and injuries. This paper provides an up-to-date comprehensive review of this phenomenon and its momentousness in structural engineering communities.

      The literature reveals that although the phenomenon of progressive collapse of buildings is receiving considerable attention in the professional engineering community, more research work is still needed in this field to develop a new methodology for efficient and inexpensive design to better protect buildings against progressive collapse.

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      참고문헌 (Reference)

      1 Leyendecker, E.V., "“The incidence of abnormal loading in residential buildings”, NBS Building Science Series 98"

      2 American Society of Civil Engineers, "“Minimum design loads for buildings and other structures”, (ASCE/SEI 7-05), Reston, VA"

      3 Yagob, O.S.A., "Vulnerability of buildings to blast loads and progressive collapse" University of Ottawa 2007

      4 Zhou, Q., "Use of high-efficiency energy absorbing device to arrest progressive collapse of tall building" 130 (130): 1177-1187, 2004

      5 Corley, W.G., "The Oklahoma City bombing: Summary and recommendations for multihazard mitigation" ASCE 12 (12): 100-112, 1998

      6 Powell, G., "Progressive collapse: Case study using nonlinear analysis" 2005

      7 General Services Administration, "Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects"

      8 Astaneh-Asl, A., "Progressive Prevention in New and Existing Buildings"

      9 Yokel, F.Y., "Progressive Collapse: U.S. Office Building in Moscow" ASCE 3 (3): 57-75, 1989

      10 Allen, D.E., "Progressive Collapse, Abnormal Loads and Building Codes, Division of Building Research, National Research Council, Ottawa"

      1 Leyendecker, E.V., "“The incidence of abnormal loading in residential buildings”, NBS Building Science Series 98"

      2 American Society of Civil Engineers, "“Minimum design loads for buildings and other structures”, (ASCE/SEI 7-05), Reston, VA"

      3 Yagob, O.S.A., "Vulnerability of buildings to blast loads and progressive collapse" University of Ottawa 2007

      4 Zhou, Q., "Use of high-efficiency energy absorbing device to arrest progressive collapse of tall building" 130 (130): 1177-1187, 2004

      5 Corley, W.G., "The Oklahoma City bombing: Summary and recommendations for multihazard mitigation" ASCE 12 (12): 100-112, 1998

      6 Powell, G., "Progressive collapse: Case study using nonlinear analysis" 2005

      7 General Services Administration, "Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects"

      8 Astaneh-Asl, A., "Progressive Prevention in New and Existing Buildings"

      9 Yokel, F.Y., "Progressive Collapse: U.S. Office Building in Moscow" ASCE 3 (3): 57-75, 1989

      10 Allen, D.E., "Progressive Collapse, Abnormal Loads and Building Codes, Division of Building Research, National Research Council, Ottawa"

      11 McGuire, W., "Prevention of progressive collapse" 1974

      12 Smith J.L., "Prevention of Progressive Collapse-DoD Guidance & Application" 2001

      13 NBCC, "National Building Code of Canada 2005"

      14 NBCC, "National Building Code of Canada 1975"

      15 Bao, Y., "Macromodel-based simulation of progressive collapse: RC frame structures" 134 (134): 2008

      16 International Code Council, "International Building Code (IBC), First Printing" Country Club Hills 2006

      17 ISC, "ISC Security Criteria for New Federal Office Buildings and Major Modernization Projects" The interagency Security Committee 2001

      18 Kaewkulchai, G., "Dynamic progressive collapse of frame structures" American Society of Civil Engineers 2002

      19 U.S. Department of Defense, "Design of building to resist progressive collapse" Unified Facility Criteria 2005

      20 Leyendecker, E.V., "Design methods for reducing the risk of progressive collapse in buildings"

      21 Hayes, J., "Can strengthening for earthquake improve blast and progressive collapse resistance?" 131 (131): 1157-1177, 2005

      22 Ellingwood, B.R., "Approaches for design against progressive collapse" ASCE 104 (104): 413-423, 1978

      23 Smilowitz, R., "Analytical tools for progressive collapse analysis" Available from National Institute of Building Sciences (NIBS) 2002

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      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
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      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
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