Journal of Korean Association for Spatial Structures (한국공간구조학회논문집)

Korean Association for Spatial Structures (한국공간구조학회)
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Seismic Characteristics Evaluation According to Construction and Configuration Types of Fortress Structure

성곽구조물의 축조 및 구성형식에 따른 내진특성평가

  • 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)
  • 김호수 (청주대학교 건축공학과) ;
  • 유준 (청주대학교 건축공학과) ;
  • 김소연 (청주대학교 건축공학과) ;
  • 김진완 (청주대학교 건축공학과)
  • Received : 2017.05.08
  • Accepted : 2017.05.31
  • Published : 2017.06.15
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Abstract

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.

Keywords

References

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  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
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  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

Cited by

  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