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      경주지진과 유사한 특성을 가지는 지반가속도로 가진된 단주기 구조물 변위연성도 평가 = Ductility Demand for Short-period Structures Excited by Ground Accelerations Similar to Gyeong-ju Earthquakes

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      https://www.riss.kr/link?id=A105573140

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      다국어 초록 (Multilingual Abstract)

      In this paper, time and frequency domain characteristics of Gyeong-ju earthquakes were investigated, and nonlinear time history analyses were conducted for bi-linear hysteretic structures excited by short-duration ground accelerations. Previous studies showed that larger inelastic displacements than the peak displacement of the corresponding elastic system were observed especially for the structures with structural period shorter than 0.3s, and the similar results could be obtained when long-duration ground accelerations were used as excitation loads. For the short-duration earthquakes, however, the inelastic displacements were not so large and almost identical to the peak elastic displacements.
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      In this paper, time and frequency domain characteristics of Gyeong-ju earthquakes were investigated, and nonlinear time history analyses were conducted for bi-linear hysteretic structures excited by short-duration ground accelerations. Previous studie...

      In this paper, time and frequency domain characteristics of Gyeong-ju earthquakes were investigated, and nonlinear time history analyses were conducted for bi-linear hysteretic structures excited by short-duration ground accelerations. Previous studies showed that larger inelastic displacements than the peak displacement of the corresponding elastic system were observed especially for the structures with structural period shorter than 0.3s, and the similar results could be obtained when long-duration ground accelerations were used as excitation loads. For the short-duration earthquakes, however, the inelastic displacements were not so large and almost identical to the peak elastic displacements.

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      참고문헌 (Reference)

      1 송종걸, "완만한 이력거동 시스템에 대한 비탄성 변위비의 평가" 한국지진공학회 15 (15): 11-26, 2011

      2 조성국, "비탄성요구스펙트럼의 작성을 위한 강도감소계수 공식의 비교 평가" 한국지진공학회 15 (15): 33-44, 2011

      3 윤종구, "국내 지반특성에 적합한 지반분류 방법 및 설계응답스펙트럼 개선에 대한 연구 (I) 국내 내진설계기준의 문제점 분석" 한국지진공학회 10 (10): 39-50, 2006

      4 "Usgs"

      5 Shoji Y, "The Duration and Amplitude Characteristics of Earthquake Ground Motions with Emphasis on Local Site Effects" 436-, 2004

      6 Miranda E, "Site-Dependent Strength Reduction Factors, Journal of Structural Engineering" 119 (119): 3503-3519, 2007

      7 Naeim F, "Selection and scaling of ground motion time histories for structural design using genetic algorithms" 20 : 413-426, 2004

      8 Newmark NM, "Seismic Design Criteria for Nuclear Reactor Facilities" Building Practices for Disaster Mitigation, National Bureau of Standards 209-236, 1973

      9 Nassar AA, "Seismic Demands for SDOF and MDOF Systems" The John A. Blume Earthquake Engineering Center, Stanford University 1991

      10 "Pacific Earthquake Engineering Research Center"

      1 송종걸, "완만한 이력거동 시스템에 대한 비탄성 변위비의 평가" 한국지진공학회 15 (15): 11-26, 2011

      2 조성국, "비탄성요구스펙트럼의 작성을 위한 강도감소계수 공식의 비교 평가" 한국지진공학회 15 (15): 33-44, 2011

      3 윤종구, "국내 지반특성에 적합한 지반분류 방법 및 설계응답스펙트럼 개선에 대한 연구 (I) 국내 내진설계기준의 문제점 분석" 한국지진공학회 10 (10): 39-50, 2006

      4 "Usgs"

      5 Shoji Y, "The Duration and Amplitude Characteristics of Earthquake Ground Motions with Emphasis on Local Site Effects" 436-, 2004

      6 Miranda E, "Site-Dependent Strength Reduction Factors, Journal of Structural Engineering" 119 (119): 3503-3519, 2007

      7 Naeim F, "Selection and scaling of ground motion time histories for structural design using genetic algorithms" 20 : 413-426, 2004

      8 Newmark NM, "Seismic Design Criteria for Nuclear Reactor Facilities" Building Practices for Disaster Mitigation, National Bureau of Standards 209-236, 1973

      9 Nassar AA, "Seismic Demands for SDOF and MDOF Systems" The John A. Blume Earthquake Engineering Center, Stanford University 1991

      10 "Pacific Earthquake Engineering Research Center"

      11 Park HG, "Nonlinear Seismic Response Analysis for Shallow Soft Soil Deposits" 14 (14): 1-12, 2006

      12 Architectural Institute of Korea, "Korea Building Design Code"

      13 "Internet Site for European Strong-Motion Data"

      14 NEHRP, "Improvement of Nonlinear Static Seismic Analysis, procedures, FEMA 440, Part Ⅰ (Provisions). and Part 2 (Commentary)"

      15 Chopra AK, "Dynamics of Structures" Prentice Hall 2000

      16 LEE CH, "Damage Potentials of the 912 M 5.8 Gyeong-Ju Earthquake and Earthquake Engineering Implications" 2016

      17 Park JH, "Comparison of Waveform & Spectrum of Ground Accelerations Recorded Around the Epicenter of Gyeong-Ju Earthquakes" 2016

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2027 평가예정 재인증평가 신청대상 (재인증)
      2021-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2018-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2015-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2011-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2009-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2007-01-01 평가 등재 1차 FAIL (등재유지) 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 0.48 0.48 0.44
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.39 0.35 0.664 0.17
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