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      철근콘크리트 벽체구조물에 대한 등가단자유도 방법 및 등가 감쇠비 산정방법에 따른 역량스펙트럼해석 = Capacity Spectrum Analysis using Equivalent SDOF Method and Equivalent Damping Method for RC Wall Structure

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      https://www.riss.kr/link?id=A101121585

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      다국어 초록 (Multilingual Abstract)

      Performance-based approaches as an alternative method of the existing force-based approach have gradually become recognized tools for the seismic design and evaluation. The maximum inelastic displacement response using capacity spectrum method (CSM) with elastic response spectrum is estimated from seismic response of equivalent linear system converted from nonlinear system. The purpose of this paper is to evaluate accuracy of capacity spectrum method using the equivalent SDOF methods of 4 types and the equivalent damping methods of 5 types for RC wall structure. In order to evaluate accuracy of capacity spectrum analysis, the shaking table test results for RC wall structures are compared with those by the capacity spectrum analysis. Also, the effect of bilinear capacity curves by two bilinear approximation methods for capacity spectrum analysis is compared.
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      Performance-based approaches as an alternative method of the existing force-based approach have gradually become recognized tools for the seismic design and evaluation. The maximum inelastic displacement response using capacity spectrum method (CSM) w...

      Performance-based approaches as an alternative method of the existing force-based approach have gradually become recognized tools for the seismic design and evaluation. The maximum inelastic displacement response using capacity spectrum method (CSM) with elastic response spectrum is estimated from seismic response of equivalent linear system converted from nonlinear system. The purpose of this paper is to evaluate accuracy of capacity spectrum method using the equivalent SDOF methods of 4 types and the equivalent damping methods of 5 types for RC wall structure. In order to evaluate accuracy of capacity spectrum analysis, the shaking table test results for RC wall structures are compared with those by the capacity spectrum analysis. Also, the effect of bilinear capacity curves by two bilinear approximation methods for capacity spectrum analysis is compared.

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      참고문헌 (Reference)

      1 이동근, "지진에 대한 고층구조물의 시스템 연성요구도 평가방법" 17 (17): 245-257, 1997

      2 Mander, J.B., "Theoretical Stress-Strain Model for Confined Concrete" ASCE 114 (114): 1804-1826, 1988

      3 Iwan, W.D., "The effective period and damping of a class of hysteretic structures" 7 : 199-211, 1979

      4 Fajfar, P., "The N2 method for the seismic damage analysis of RC buildings" 25 (25): 31-46, 1996

      5 Applied Technology Council, "Seismic Evaluation and Retrofit of concrete Buildings" Redwood city 1996

      6 Rosenblueth, E., "On a kind of hysteretic damping" 90 : 37-48, 1964

      7 Applied Technology Council, "NEHRP guidelines for the seismic rehabilitation of building (FEMA 273), and NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274)" ATC 33 1997

      8 Gulkan, p., "Inelastic response of reinforced concrete structures to earthquakes motions" 71 : 604-610, 1974

      9 Applied Technology Council, "Improvement of nonlinear static seismic analysis procedures (FEMA 440)" ATC-55 Project 2004

      10 Valles, R.E., "IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Building" NCEER 1996

      1 이동근, "지진에 대한 고층구조물의 시스템 연성요구도 평가방법" 17 (17): 245-257, 1997

      2 Mander, J.B., "Theoretical Stress-Strain Model for Confined Concrete" ASCE 114 (114): 1804-1826, 1988

      3 Iwan, W.D., "The effective period and damping of a class of hysteretic structures" 7 : 199-211, 1979

      4 Fajfar, P., "The N2 method for the seismic damage analysis of RC buildings" 25 (25): 31-46, 1996

      5 Applied Technology Council, "Seismic Evaluation and Retrofit of concrete Buildings" Redwood city 1996

      6 Rosenblueth, E., "On a kind of hysteretic damping" 90 : 37-48, 1964

      7 Applied Technology Council, "NEHRP guidelines for the seismic rehabilitation of building (FEMA 273), and NEHRP commentary on the guidelines for the seismic rehabilitation of buildings (FEMA 274)" ATC 33 1997

      8 Gulkan, p., "Inelastic response of reinforced concrete structures to earthquakes motions" 71 : 604-610, 1974

      9 Applied Technology Council, "Improvement of nonlinear static seismic analysis procedures (FEMA 440)" ATC-55 Project 2004

      10 Valles, R.E., "IDARC2D Version 4.0: A Computer Program for the Inelastic Damage Analysis of Building" NCEER 1996

      11 IAEA, "IAEA CRP-NFE Camus Benchmark: Experimental results and specifications to the participants" SEMT/EMSI/RT/02-047/A 2002

      12 Miranda, E., "Evaluation of approximate methods to estimate maximum inelastic displacement demands" 31 : 539-560, 2002

      13 Lee, D. G., "Estimation of system-level ductility demands for multi-story structures" 19 (19): 1025-1035, 1997

      14 HAZUS-MH1, "Earthquake Loss Estimation Methodology" Prepared by the National Institute of Building Sciences for Federal Emergency Management Agency 2003

      15 Kowalsky, M., "Displacement-based design of RC bridge columns in seismic regions" 24 : 1623-1643, 1995

      16 Qi, X., "Displacement design approach for reinforced concrete structures subjected to earthquake" Univ. of California 1991

      17 UCFyber, "Cross section analysis software for structural engineers" ZeventTM 2000

      18 Hachem, M. M., "Bispec Help Manual" Pacific Earthquake Engineering Research Center 2000

      19 Chopra, A.K., "A modal pushover analysis procedure to estimate seismic demands for buildings: theory and preliminary evaluation" Pacific Earthquake Engineering Research Center 2001

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2028 평가예정 재인증평가 신청대상 (재인증)
      2022-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2019-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2016-01-01 평가 등재학술지 선정 (계속평가) KCI등재
      2015-12-01 평가 등재후보로 하락 (기타) KCI등재후보
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-05-29 학술지명변경 외국어명 : 미등록 -> Journal of the Computational Structural Engineering Institute of Korea KCI등재
      2005-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2002-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      1999-07-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.27 0.27 0.23
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.22 0.2 0.443 0.03
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