한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제17권2호
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  • Pages.63-70
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  • 2017
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  • 1598-4095(pISSN)
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  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
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성곽구조물의 축조 및 구성형식에 따른 내진특성평가

Seismic Characteristics Evaluation According to Construction and Configuration Types of Fortress Structure

  • 김호수 (청주대학교 건축공학과) ;
  • 유준 (청주대학교 건축공학과) ;
  • 김소연 (청주대학교 건축공학과) ;
  • 김진완 (청주대학교 건축공학과)
  • Kim, Ho-Soo (Dept. of Architectural Engineering, Cheongju University) ;
  • Yoo, Jun (Dept. of Architectural Engineering, Cheongju University) ;
  • Kim, So-Yeon (Dept. of Architectural Engineering, Cheongju University) ;
  • Kim, Jin-Wan (Dept. of Architectural Engineering, Cheongju University)
  • 투고 : 2017.05.08
  • 심사 : 2017.05.31
  • 발행 : 2017.06.15
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초록

In Korea, the occurrence frequency of earthquakes has recently increased, compared with the past. So, the various damages for cultural properties due to earthquake can be expected, and especially fortress structure is vulnerable to earthquake. Therefore, the resonable seismic characteristics evaluation is required to secure the safety for fortress structure with the various construction and configuration types. Also, we should consider the various applied load conditions as design variables. To this end, this study classifies fortress structures according to the construction and configuration types, and then applies the discrete element method to model and analyze fortress structures. Finally, the seismic characteristics is evaluated through slip condition due to the analysis results considering the various design variables.

키워드

참고문헌

  1. G.C. Cha, J.W. Kim, M.H, Lee, Y.S. Park, H.S. Kim, "Behavior Characteristics Analysis of Fortress according to Curvature", Proceeding of Architectural Institute of Korea, Vol. 31, No. 1, 2011, pp. 5-6
  2. H.S. Kim, J.Y. Kim, Y.S. Park, S.J. Jung, W.J. Kim, D.M. Kim, "Structural Modelling and Analysis of Fortress Structure according to Construction Type", Journal of Architectural Institute of Korea, Vol. 27, No. 10, 2011, pp. 55-62
  3. S.I. Hong, H.S. Kim, "Analysis Method for Masonry Stone Pagoda using Discrete Element Method", Journal of Architectural Institute of Korea, Vol. 23, No. 2, 2007, pp. 43-50
  4. Joseph I. Sun, "User's manual for shake91", 1992
  5. National Research Institute of Cultural Properties, "Engineering analysis for traditional construction methods and a method for interpreting the traditional skills as modern technologies", 2009
  6. Itasca Consulting Group, "3 Dimensional Distinct Element Code User's Guide", 2003, pp. 26-47
  7. H.S. Kim, S.I. Hong, J. Yoo, H.B. Joung, "Seismic Performance Evaluation according to Construction and Configuration Types of Stone Pagoda Structure", Journal of Architectural Institute of Korea, Vol. 32, No. 9, 2016, pp. 19-26
  8. H.B. Shin, S.B. Han, S.S. Lee, K.Y . Nam, H.S. Kim, "Structural Discontinuum Modelling Technique for Masonry Stone Pagoda", Proceeding of Korean Association for Spatial Structures, Vol. 4, No. 1, 2007, pp. 147-152
  9. National Research Institute of Cultural Properties, "Study on Collapse Causes of the Stone Pagoda of Miruksa Temple Site using Structural Analysis", 2006

피인용 문헌

  1. Dynamic Behavior Characteristics According to Arch Types of Arched Stone Bridge Subjected to Seismic Load vol.18, pp.3, 2018, https://doi.org/10.9712/KASS.2018.18.3.45