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      농업 기반시설의 내진성능 평가기법 - 동적 수치해석 중심으로- = Evaluation Technique of Seismic Performance on Agricultural Infrastructure - Based on Dynamic Numerical Analysis -

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      https://www.riss.kr/link?id=A100924218

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      다국어 초록 (Multilingual Abstract)

      The evaluation technique of seismic performance on agricultural infrastructure based on dynamic numerical simulations, which Included a cyclic elasto-plastic and a viscoelastic-viscoplastic constitutive model to actual multi-layered ground conditions ...

      The evaluation technique of seismic performance on agricultural infrastructure based on dynamic numerical simulations, which Included a cyclic elasto-plastic and a viscoelastic-viscoplastic constitutive model to actual multi-layered ground conditions during large earthquake were performed by a liquefaction analysis in the present study. From the liquefaction analysis, it was verified that the models can give a good description of the damping characteristics and liquefaction phenomena of ground accurately during large event which induces plastic deformation in large strain range.

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      참고문헌 (Reference)

      1 "Time-dependent Ground Motion Amplification Characteristics at Reclaimed Land After the 1995 Hyogoken Nambu Earthquake" 137-150, 2000

      2 "Three-Dimensional Liquefaction Analysis Method and Array Record Simulation in Great Hanshin Earthquake" (1042) : 1996

      3 "Seismic Response Analysis of Layered Ground Based on a Cyclic Viscoelastic-Viscoplastic Constitutive Model" Journal of the Korean Society of Civel Engineers. 21 : 33-44, 2002

      4 "Report on the Ground Deformation at Reclaimed Land During the 1995 Hyogoken Nanbu Earthquake" 1-119, 1995

      5 "Numerical Simulation of Liquefaction Induced Deformations" Jour. of Geotechnical and Geoenvironmental Engineering 126 (126): 657-666,

      6 "M. Kato and R. Uzuoka. 1994. FEM-FDM Coupled Liquefaction Analysis of a Porous Soil Using an Elasto-Plastic Model. Applied Scientific Research. 52" 209-245,

      7 "Earthquake Information" 2003

      8 "Agricultural Land and Water Development Statistics" 1-679, 2003

      9 "A. Yashima and M. Kato. 1991. FEM-FDM Coupled Liquefaction Analysis of a Fluid- Saturated Ground. Proc. 7th Int. Symp. on Computer Methods and Advances in Geomechanics. Cairns. Balkema. 2" 869-874,

      10 "A Study on the Assesment of Liquefaction Potential in Korea, Journal of the Korean Society of Civel Engineers" 20 : 2 129-139, 2000

      1 "Time-dependent Ground Motion Amplification Characteristics at Reclaimed Land After the 1995 Hyogoken Nambu Earthquake" 137-150, 2000

      2 "Three-Dimensional Liquefaction Analysis Method and Array Record Simulation in Great Hanshin Earthquake" (1042) : 1996

      3 "Seismic Response Analysis of Layered Ground Based on a Cyclic Viscoelastic-Viscoplastic Constitutive Model" Journal of the Korean Society of Civel Engineers. 21 : 33-44, 2002

      4 "Report on the Ground Deformation at Reclaimed Land During the 1995 Hyogoken Nanbu Earthquake" 1-119, 1995

      5 "Numerical Simulation of Liquefaction Induced Deformations" Jour. of Geotechnical and Geoenvironmental Engineering 126 (126): 657-666,

      6 "M. Kato and R. Uzuoka. 1994. FEM-FDM Coupled Liquefaction Analysis of a Porous Soil Using an Elasto-Plastic Model. Applied Scientific Research. 52" 209-245,

      7 "Earthquake Information" 2003

      8 "Agricultural Land and Water Development Statistics" 1-679, 2003

      9 "A. Yashima and M. Kato. 1991. FEM-FDM Coupled Liquefaction Analysis of a Fluid- Saturated Ground. Proc. 7th Int. Symp. on Computer Methods and Advances in Geomechanics. Cairns. Balkema. 2" 869-874,

      10 "A Study on the Assesment of Liquefaction Potential in Korea, Journal of the Korean Society of Civel Engineers" 20 : 2 129-139, 2000

      11 "A Cyclic Viscoelastic- Viscoplastic Constitutive Model for Clay and Its Application to Liquefaction Analysis" Kyoto Univ. 2001

      12 "A Cyclic Elasto- Plastic Constitutive Model for Sand Considering a Plastic-Strain Dependence of the Shear Modulus." Geotechnique 49 (49): 661-680, 1999

      13 "1992. A Cyclic Elasto-Viscoplastic Constitutive Model for Clay Based on the Non-Linear Hardening Rule. Proc. 4th Int. Symp. on Numerical Models in Geomechanics. Balkema. 1" 105-114,

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2022 평가예정 계속평가 신청대상 (등재유지)
      2017-01-01 평가 우수등재학술지 선정 (계속평가)
      2015-12-02 학술지명변경 외국어명 : 미등록 -> Journal of the Korean Society of Agricultural Engineers KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2008-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2006-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2005-06-07 학술지명변경 한글명 : 한국농공학회지 -> 한국농공학회논문집 KCI등재
      2004-01-01 평가 등재학술지 유지 (등재유지) KCI등재
      2001-07-01 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 0.53 0.53 0.45
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.41 0.41 0.525 0.08
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