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Seismic Performance Evaluation according to Construction and Configuration Types of Stone Pagoda Structure

석탑구조물의 축조 및 구성형식에 따른 내진성능평가

  • Kim, Ho-Soo (Department of Architectural Engineering, Cheongju University) ;
  • Hong, Souk-Il (Department of Architectural Engineering, Cheongju University) ;
  • Yoo, Jun (Department of Architectural Engineering, Cheongju University) ;
  • Joung, Hee-Bum (Department of Architectural Engineering, Cheongju University)
  • 김호수 (청주대학교 건축공학과) ;
  • 홍석일 (청주대학교 건축공학과) ;
  • 유준 (청주대학교 건축공학과) ;
  • 정희범 (청주대학교 건축공학과)
  • Received : 2016.07.14
  • Accepted : 2016.09.19
  • Published : 2016.09.30

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 the masonry stone pagoda structure is vulnerable to earthquake. Therefore, the resonable seismic performance evaluation is required to secure the safety for the stone pagoda structure with the various configuration types. To this end, this study classifies the stone pagoda structures according to the construction and configuration types, aspect ratios, and then applies the discrete element method to model and analyze the masonry structures. Finally, the seismic performance is evaluated through the allowable story drifts due to the analysis results considering the various design variables.

Keywords

Acknowledgement

Supported by : 한국연구재단

References

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