Journal of the Earthquake Engineering Society of Korea (한국지진공학회논문집)

Earthquake Engineering Society of Korea (한국지진공학회)
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Dynamic Behavior Characteristics of Three-Story Stone Pagoda at Cheollongsa Temple Site by Earthquake

지진에 의한 천룡사지 삼층석탑의 동적거동 특성

  • Kim, Ho Soo (Department of Architectural Engineering, Cheongju University) ;
  • Kim, Dong Kwan (Department of Architectural Engineering, Cheongju University) ;
  • Jeon, Geon Woo (Department of Architectural Engineering, Cheongju University)
  • 김호수 (청주대학교 건축공학과) ;
  • 김동관 (청주대학교 건축공학과) ;
  • 전건우 (청주대학교 건축공학과)
  • Received : 2021.08.23
  • Accepted : 2021.10.22
  • Published : 2021.11.01
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Abstract

The Gyeongju and Pohang earthquakes caused damages to many cultural properties; particularly, stone pagoda structures were significantly damaged among masonry cultural properties. To preserve these structures, it is necessary to understand their dynamic behavior characteristics under earthquakes. Analyses on such areas as deformation, frequency, maximum acceleration, permanent displacement, sliding, and rocking have to be performed. Although many analytical studies have already been conducted, dynamic behavior studies based on experiments are insufficient. Therefore, this study analyzed dynamic behavior characteristics by performing a shaking table experiment on a three-story stone pagoda structure at the Cheollongsa temple site damaged by the Gyeongju earthquake. As a result of the experiment, the displacements of stylobates did not occur significantly, but the tower body parts rotated. In particular, the rotation of the 1F main body stone was relatively larger than that of the other chief body stones because the 1F main body stone is relatively more slender than the other parts. In addition, the decorative top was identified as the component most vulnerable to sliding. This study found that the 1F main body stone is vulnerable to rocking, and the parts located on the upper part are more vulnerable to sliding.

Keywords

Acknowledgement

본 성과는 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임(No.2019R1F1A1057903)

References

  1. Kim JK, Ryu H. Dynamic Test of a Full Scale Model of Five-Story Stone Pagoda of Sang-Gye-Sa. Journal of Earthquake Engineering Society of Korea. 2001;5:51-66.
  2. Kim JK, Lee WJ, Kim YJ, Kim BH. Shaking Table Test of the Model of Five-story Stone Pagoda of Sang-Gye-Sa Mounted on Base Isolation Systems. Proceedings of Earthquake Engineering Society of Korea Conference. 2001;1:331-338.
  3. Noh HS, Choi SM, Kwon KH. An Experiment Study on Dynamic Response of Two Story URM Buildings. Journal of the Architectural Institute of Korea Structure & Construction. 2002;18:59-66.
  4. Gavrilovic P, Zelenkovska V, Ginell, WS, Sumanov L. Development of a Methodology for seismic strengthening of Byzantine churches. Transactions on the Built Environment. 1995;15.
  5. Gavrilovic P, Sendova V, Kelley SJ. Seismic Isolation: A New Approach to Earthquake Protection of Historic Monuments. International Seminar on Structural Analysis of Historical Constructions; Possibilities of Numerical and Experimental Techniques. c2005.
  6. Krestevska L, Tashkov LJ, Gramatikov K, Landolfo R, Mammana O, Portioli F, Mazzolani FM. Shaking Table Tests on the Large Scale Model of Mustafa Pasha Mosque without and with FRP. In Structural Analysis of Historic Construction. 2008;383-391.
  7. Hanazato T, Minowa C, Narafu T, Imai H, Ali Q, Kobayashi K, Ishiyama Y, Nakagawa T. Shaking Table Test of Model House of Brick Masonry for Seismic Construction, Proceedings of 14th World Conference of Earthquake Engineering (14WCEE). c2008.
  8. National Research Institute of Cultural Heritage (NRICH). Stone pagoda of Gyeongsangbuk-do III; NRICH: Daejeon, Korea. c2009. p.149.
  9. Hong SI, Shin HB, Kim DM, Kim HS. Structural behavior evaluation according to roughness of discontinuum surface of stone pagoda. Journal of Architectural Institute of Korea. 2011;27(10):63-70.
  10. Hwang JS, Hwang JK. Dynamic Characteristics of Traditional Wooden Structure (Daeungjeon of Bongjeongsa) Excited by Historical Earthquake using Shaking Table. Journal of the Architectural Institute of Korea Structure & Construction. 2015;31:37-46 . https://doi.org/10.5659/JAIK_SC.2015.31.11.37
  11. KDS 41 17 00 (2019). Seismic Building Design Code. Ministry of Land, Infrastructure and Transport(MOLIT): Sejong, Korea.
  12. National Earthquake Comprehensive Information System(NECIS) Available from: http://necis.kma.go.kr/
  13. Pacific Earthquake Engineering Research Centre (PEER). Strong motion database. Available from: http://ngawest2.berkeley.edu/
  14. European Strong-Motion Database (ESMD). Available from: https://www.isesd.hi.is/