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      KCI등재후보 SCIE SCOPUS

      Efficient and automated method of collapse assessment

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      https://www.riss.kr/link?id=A104820320

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      다국어 초록 (Multilingual Abstract)

      Seismic collapse analysis requires efficient and automated method to perform thousands of time history analyses. The paper introduced the advantages of speed and convergence property of explicit method, provided a few techniques to accelerate speed of calculation and developed an automated procedure for collapse assessment, which combines the strong capacity of commercial explicit finite element software and the flexible, intelligent specialties of control program written in FORTRAN language aiming at collapse analysis, so that tedious and heavy work of collapse analysis based on FEMAP695 can be easily implemented and resource of calculation can be made the best use of. All the key commands of control program are provided to help analyzers and engineers to cope with collapse assessment conveniently.
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      Seismic collapse analysis requires efficient and automated method to perform thousands of time history analyses. The paper introduced the advantages of speed and convergence property of explicit method, provided a few techniques to accelerate speed of...

      Seismic collapse analysis requires efficient and automated method to perform thousands of time history analyses. The paper introduced the advantages of speed and convergence property of explicit method, provided a few techniques to accelerate speed of calculation and developed an automated procedure for collapse assessment, which combines the strong capacity of commercial explicit finite element software and the flexible, intelligent specialties of control program written in FORTRAN language aiming at collapse analysis, so that tedious and heavy work of collapse analysis based on FEMAP695 can be easily implemented and resource of calculation can be made the best use of. All the key commands of control program are provided to help analyzers and engineers to cope with collapse assessment conveniently.

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      참고문헌 (Reference)

      1 Lu, X.Z., "Study on the seismic collapse resistance of structural system" 32 (32): 13-18, 2010

      2 Yang, C., "Structural dynamics analysis in performance-based earthquake engineering" Southwest Jiaotong University 2010

      3 Lignos, D., "Sidesway collapse of deteriorating structural systems under seismic excitations" Stanford University 2008

      4 Vamvatsikos, D., "Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis" Stanford University 2002

      5 FEMA, "Recommended seismic design criteria for new steel moment-frame buildings"

      6 FEMA, "Qualification of building seismic performance factors"

      7 Hallquist, J. O., "LS-DYNA theory manual" Livermore Software Technology Corporation 2006

      8 Ibarra, L. F., "Global collapse of frame structures under seismic excitations" Stanford University 2003

      9 Liel, A. B., "Assessing the collapse risk of California’s existing reinforced concrete frame structures: Metrics for seismic safety decisions" Stanford University 2008

      10 Haselton, C. B., "Assessing seismic collapse safety of modern reinforced concrete moment frame buildings" Stanford University 2006

      1 Lu, X.Z., "Study on the seismic collapse resistance of structural system" 32 (32): 13-18, 2010

      2 Yang, C., "Structural dynamics analysis in performance-based earthquake engineering" Southwest Jiaotong University 2010

      3 Lignos, D., "Sidesway collapse of deteriorating structural systems under seismic excitations" Stanford University 2008

      4 Vamvatsikos, D., "Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis" Stanford University 2002

      5 FEMA, "Recommended seismic design criteria for new steel moment-frame buildings"

      6 FEMA, "Qualification of building seismic performance factors"

      7 Hallquist, J. O., "LS-DYNA theory manual" Livermore Software Technology Corporation 2006

      8 Ibarra, L. F., "Global collapse of frame structures under seismic excitations" Stanford University 2003

      9 Liel, A. B., "Assessing the collapse risk of California’s existing reinforced concrete frame structures: Metrics for seismic safety decisions" Stanford University 2008

      10 Haselton, C. B., "Assessing seismic collapse safety of modern reinforced concrete moment frame buildings" Stanford University 2006

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2021 평가예정 해외DB학술지평가 신청대상 (해외등재 학술지 평가)
      2020-12-01 평가 등재 탈락 (해외등재 학술지 평가)
      2013-10-01 평가 SCOPUS 등재 (등재유지) KCI등재
      2011-01-01 평가 등재후보학술지 유지 (기타) KCI등재후보
      2007-04-09 학회명변경 한글명 : (사)국제구조공학회 -> 국제구조공학회 KCI등재후보
      2005-09-23 학술지명변경 한글명 : 강합성 구조물에 대한 국제저널 -> Steel and Composite Structures, An International Journal KCI등재후보
      2005-09-22 학술지등록 한글명 : 강합성 구조물에 대한 국제저널
      외국어명 : Steel and Composite Structures, An International Journal
      KCI등재후보
      2005-06-16 학회명변경 영문명 : Ternational Association Of Structural Engineering And Mechanics -> International Association of Structural Engineering And Mechanics KCI등재후보
      2002-01-01 평가 SCIE 등재 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 3.1 2.02 2.67
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      2.37 2.24 0.935 0.37
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