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      KCI등재 SCIE SCOPUS

      Effect of rapid screening parameters on seismic performance of RC buildings

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      https://www.riss.kr/link?id=A103565396

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      다국어 초록 (Multilingual Abstract)

      This study investigates the effects of soft story, short columns, heavy overhangs, pounding, and construction and workmanship quality parameters on seismic response of reinforced concrete buildings through nonlinear static and dynamic procedures. The ...

      This study investigates the effects of soft story, short columns, heavy overhangs, pounding, and construction and workmanship quality parameters on seismic response of reinforced concrete buildings through nonlinear static and dynamic procedures. The accounted parameters are selected for their common use in rapid screening of RC buildings. The 4- and 7-story buildings designed according to pre-modern codes are used to reflect majority of the existing building stock. The relative penalty scores are employed in this study to evaluate relative importance of certain irregularities in the existing rapid seismic assessment procedures. Comparison of relative scores for the irregularities considered in this study show that the overall trend is similar. The relatively small differences may be accounted for regional construction practices. It is concluded that initial-phase seismic assessment procedures based on architectural features yield in somewhat similar results independent of their bases. However, the differences in the scores emphasize the proper selection of the method based on the regional structure characteristics.

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      참고문헌 (Reference)

      1 Elnashai, A.S., "ZeusNL:A System for Inelastic Analysis of Strutures" 2006

      2 "Turkish Earthquake Code (TEC) 2007 Specifications for buildings to be built in seismic areas"

      3 "Turkish Earthquake Code (TEC) 1975 Specifications for buildings to be built in seismic areas"

      4 Gunes, O., "Turkey's grand challenge : Disaster-proof building inventory within 20 years" 2 : 18-34, 2015

      5 Tama, Y. S., "Structural damages observed in state buildings after Simav/Turkey Earthquake occurred on 19 May 2011" 12 : 2709-2718, 2012

      6 Scott, B. D., "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates" 76 (76): 13-27, 1982

      7 Inel, M., "Seismic performance of RC buildings subjected to past earthquakes in Turkey" 11 (11): 483-503, 2016

      8 Lim, H. K., "Seismic performance evaluation of a three-dimensional unsymmetrical reinforced concrete building" 1 (1): 143-156, 2016

      9 Applied Technology Council, "Seismic evaluation and retrofit of concrete buildings" 1996

      10 Mander, J.B., "Seismic design of bridge piers" Department of Civil Engineering, University of Canterbury 1984

      1 Elnashai, A.S., "ZeusNL:A System for Inelastic Analysis of Strutures" 2006

      2 "Turkish Earthquake Code (TEC) 2007 Specifications for buildings to be built in seismic areas"

      3 "Turkish Earthquake Code (TEC) 1975 Specifications for buildings to be built in seismic areas"

      4 Gunes, O., "Turkey's grand challenge : Disaster-proof building inventory within 20 years" 2 : 18-34, 2015

      5 Tama, Y. S., "Structural damages observed in state buildings after Simav/Turkey Earthquake occurred on 19 May 2011" 12 : 2709-2718, 2012

      6 Scott, B. D., "Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates" 76 (76): 13-27, 1982

      7 Inel, M., "Seismic performance of RC buildings subjected to past earthquakes in Turkey" 11 (11): 483-503, 2016

      8 Lim, H. K., "Seismic performance evaluation of a three-dimensional unsymmetrical reinforced concrete building" 1 (1): 143-156, 2016

      9 Applied Technology Council, "Seismic evaluation and retrofit of concrete buildings" 1996

      10 Mander, J.B., "Seismic design of bridge piers" Department of Civil Engineering, University of Canterbury 1984

      11 Inel, M., "Seismic capacity evaluation of school buildings in Turkey" 161 (161): 147-159, 2008

      12 Ozcebe, G., "Seismic assessment and rehabilitation of existing buildings" 2004

      13 Priestley, M.J.N., "Seismic Design and Retrofit of Bridges" John Wiley & Sons 1996

      14 Ö zdemir, G., "Response of an isolated structure with deteriorating hysteretic isolator model" 1 (1): 1-10, 2015

      15 Park, R., "Reinforced Concrete Structures" John Wiley & Sons 1975

      16 Federal Emergency Management Agency, "Rapid Visual Screening of Buildings for Potential Seismic Hazards: A Handbook"

      17 Federal Emergency Management Agency, "Rapid Visual Screening of Buildings for Potential Seismic Hazards: A Handbook"

      18 Federal Emergency Management Agency, "Prestandard and Commentary for Seismic Rehabilitation of Buildings"

      19 Yakut, A., "Preliminary seismic assessment procedure for existing RC buildings" 26 (26): 1447-1461, 2004

      20 Inel, M., "Observations on the building damages after 19 May 2011 Simav(Turkey)earthquake" 11 (11): 255-283, 2013

      21 Santiago, P., "Observations on the behaviour of low-rise reinforced concrete buildings January 25 Colombia Earthquake"

      22 Licari, M., "Nonlinear modeling and mitigation of seismic pounding between R/C frame buildings" 19 (19): 431-460, 2015

      23 Ozmen, H. B., "Load carrying system characteristics of existing Turkish RC building stock" 13 (13): 76-91, 2015

      24 Yon, B., "Lessons learned from recent destructive Van, Turkey earthquakes" 9 (9): 431-453, 2015

      25 Otani S., "Lessons learned from past earthquakes" 1997

      26 UBC, "International Conference of Building Officials (ICBO)"

      27 Computers and Structures Inc, "Integrated finite element analysis and design of structures basic analysis reference manual"

      28 American Society of Civil Engineers for the Federal Emergency Management Agency, "Handbook for the Seismic Evaluation of Buildings-A Prestandard"

      29 Bilgin, H., "Generation of fragility curves for typical RC health care facilities : emphasis on hospitals in Turkey" 30 (30): 04015056-, 2015

      30 Federal Emergency Management Agency, "Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings, Federal Emergency Management Agency"

      31 Vimala, A., "Estimation of energy dissipation capacity of a structure using pushover analysis" 90 (90): 72-77, 2016

      32 Ozmen, H. B., "Engineering implications of the RC building damages after 2011 Van Earthquakes" 5 (5): 297-319, 2013

      33 Park, R., "Ductility of square confined concrete columns" 108 (108): 929-950, 1982

      34 Turkish Standards Institute, "Design and construction specifications for reinforced concrete structures"

      35 Turkish Standards Institute, "Design Loads for Buildings"

      36 Ohkubo, M., "Current Japanese system on seismic capacity and retrofit techniques for existing reinforced concrete buildings and post-earthquake damage inspection and restoration techniques" Department of Applied Mechanics and Engineering Sciences, University of California 1991

      37 "Building Census 2000, State Institute of Statics Prime Ministry of Turkey"

      38 Akbas, B., "An evaluation of energy response and cumulative plastic rotation demand in steel moment-resisting frames through dynamic/static pushover analyses" 18 (18): 405-426, 2009

      39 Çırak, I. F, "A model for shear behavior of anchors in external shear walled frames" 1 : 53-71, 2015

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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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