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      KCI등재

      지중파에 의한 지하 구조물의 부재피해평가를 위한 고속해석모델 적용 가능성 연구 = Feasibility Study on a Damage Assessment of Underground Structures by Ground Shock Using the Fast Running Model

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      https://www.riss.kr/link?id=A105515077

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      다국어 초록 (Multilingual Abstract)

      This study investigated applicability of the fast running model for damage assessment of underground structures by ground shock. For this reason, the fast running model that consists of two main models such as the ground shock generation and propagation model and the underground structural damage assessment model was developed. The ground shock generation and propagation model was programed using theoretical formula and empirical formula introduced in TM5-855-1(US army manual). The single degree of freedom model of structural components was utilized to predict structural dynamic displacements which are used as index to assess damage level of components. In order to confirm the feasibility of the developed fast running model, underground structural dynamic displacements estimated from the fast running model were compared to displacements obtained from the finite element analysis.
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      This study investigated applicability of the fast running model for damage assessment of underground structures by ground shock. For this reason, the fast running model that consists of two main models such as the ground shock generation and propagati...

      This study investigated applicability of the fast running model for damage assessment of underground structures by ground shock. For this reason, the fast running model that consists of two main models such as the ground shock generation and propagation model and the underground structural damage assessment model was developed. The ground shock generation and propagation model was programed using theoretical formula and empirical formula introduced in TM5-855-1(US army manual). The single degree of freedom model of structural components was utilized to predict structural dynamic displacements which are used as index to assess damage level of components. In order to confirm the feasibility of the developed fast running model, underground structural dynamic displacements estimated from the fast running model were compared to displacements obtained from the finite element analysis.

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      참고문헌 (Reference)

      1 "UFC 3-340-02, Structures to Resist the Effects of Accidental Explosion" 2008

      2 G. Carta, "Theoretical Models to Predict the Flexural Failure of Reinforced Concrete Beams under Blast Loads" 49 : 306-315, 2013

      3 "TM 5-855-1, Fundamentals of Protective Design for Conventional Weapons" 1986

      4 K. Fischear, "SDOF Response Model Parameters from Dynamic Blast Loading Experiments" 31 : 1677-1686, 2009

      5 R. Park, "Reinforced Concrete Slabs" John Wiley & Sons, Inc. 2000

      6 "PDC TR-06-08, Single Degree of Freedom Structural Response Limits for Anti-Terrorism Design" US Army Corps of Engineers 2008

      7 "PDC TR-06-01, Methodology Manual for the Single-Degree-of-Freedom Blast Effects Design Spreadsheets(SBEDS)" US Army Corps of Engineers 2008

      8 W. Riedel, "Modeling and Validation of a Wall-Window Retrofit System under Blast Loading" 37 : 235-245, 2012

      9 F. L. DiMaggior, "Material Model for Granular Soils" 97 (97): 935-950, 1988

      10 G. Ma, "In-Structure Shock of Underground Structures: A Theoretical Approach" 32 : 3836-3844, 2010

      1 "UFC 3-340-02, Structures to Resist the Effects of Accidental Explosion" 2008

      2 G. Carta, "Theoretical Models to Predict the Flexural Failure of Reinforced Concrete Beams under Blast Loads" 49 : 306-315, 2013

      3 "TM 5-855-1, Fundamentals of Protective Design for Conventional Weapons" 1986

      4 K. Fischear, "SDOF Response Model Parameters from Dynamic Blast Loading Experiments" 31 : 1677-1686, 2009

      5 R. Park, "Reinforced Concrete Slabs" John Wiley & Sons, Inc. 2000

      6 "PDC TR-06-08, Single Degree of Freedom Structural Response Limits for Anti-Terrorism Design" US Army Corps of Engineers 2008

      7 "PDC TR-06-01, Methodology Manual for the Single-Degree-of-Freedom Blast Effects Design Spreadsheets(SBEDS)" US Army Corps of Engineers 2008

      8 W. Riedel, "Modeling and Validation of a Wall-Window Retrofit System under Blast Loading" 37 : 235-245, 2012

      9 F. L. DiMaggior, "Material Model for Granular Soils" 97 (97): 935-950, 1988

      10 G. Ma, "In-Structure Shock of Underground Structures: A Theoretical Approach" 32 : 3836-3844, 2010

      11 D. K. Vaughan, "FLEX user's Guide, Revised Edition"

      12 C. M. Morison, "Dynamic Response of Walls and Slabs by Single-Degree-of-Freedom Analysis-A Critical Review and Revision" 32 : 1214-1247, 2006

      13 A. Stolz, "Dynamic Bearing Capacity of dUctile Concrete Plates under Blast Loading" 69 : 25-38, 2014

      14 S. Wong, "Design of Underground Protective Structures" 109 (109): 1972-1979, 1983

      15 J. Xu, "Analysis of direct Shear Failure Mode for RC Slabs under External Explosive Loading" 69 : 136-148, 2014

      16 P. Weidlinger, "Analysis of Underground Protective Structures" 114 (114): 1658- 1673, 1988

      17 V. R. Feldgun, "A Nonlinear SDOF Model for Blast Response Simulation of Elastic Thin Rectangular Plates" 88 : 172-188, 2016

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      유사연구자 (20) 활용도상위20명

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      학술지 이력

      학술지 이력
      연월일 이력구분 이력상세 등재구분
      2026 평가예정 재인증평가 신청대상 (재인증)
      2020-01-01 평가 등재학술지 유지 (재인증) KCI등재
      2017-01-01 평가 등재학술지 유지 (계속평가) KCI등재
      2013-01-01 평가 등재 1차 FAIL (등재유지) KCI등재
      2010-01-01 평가 등재학술지 유지 (등재후보2차) KCI등재
      2007-01-01 평가 등재학술지 선정 (등재후보2차) KCI등재
      2006-01-01 평가 등재후보 1차 PASS (등재후보1차) KCI등재후보
      2004-01-01 평가 등재후보학술지 선정 (신규평가) KCI등재후보
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      학술지 인용정보

      학술지 인용정보
      기준연도 WOS-KCI 통합IF(2년) KCIF(2년) KCIF(3년)
      2016 0.13 0.13 0.1
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
      0.09 0.09 0.244 0.04
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