대한건축학회논문집:구조계 (Journal of the Architectural Institute of Korea Structure & Construction)

  • 제32권9호
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  • Pages.19-26
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  • 2016
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  • 1226-9107(pISSN)
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  • 2384-1788(eISSN)
대한건축학회 (Architectural Institute of Korea)
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석탑구조물의 축조 및 구성형식에 따른 내진성능평가

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

  • 김호수 (청주대학교 건축공학과) ;
  • 홍석일 (청주대학교 건축공학과) ;
  • 유준 (청주대학교 건축공학과) ;
  • 정희범 (청주대학교 건축공학과)
  • 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)
  • 투고 : 2016.07.14
  • 심사 : 2016.09.19
  • 발행 : 2016.09.30
⟨ 이전 논문 다음 논문 ⟩

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 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.

키워드

과제정보

연구 과제 주관 기관 : 한국연구재단

참고문헌

  1. Hong, S., Shin, H., Kim, D., & Kim, H. (2011). Structural Behavior Evaluation according to Roughness of Discontinuum Surface of Stone Pagoda, Architectural Institute of Korea, 27(10), 63-70
  2. Hwang, G., Lee, H., & Kim, S. (2015). Evaluation of Seismic Load Level in Korea based on Global Recorded Earthquake Ground Motions, The Geological Society of Korea, 19(5). 247-256.
  3. Itasca Consulting Group. (2003). 3 Dimensional Distinct Element Code User's Guide.
  4. J.V.Lemos. (2004). Modelling Stone Masonry Dynamics with 3DEC" Numerical Modelling of Discrete Materials.
  5. JOSEPH I. SUN, (1992). User's manual for shake91.
  6. Kim, l., & Seo, H. (2013). Establishment Scheme of Seismic Performance Objectives of Facilities for Naional Earthquake-Risk Management, Korean Society of Hazard Mitigation, 13, 299-304.
  7. Kim, J., & Ryu, H. (2001). Dynamic Test of a Full Scale Model of Five-Story Stone Pagoda of Sang-Gye-Sa, Journal of the Earthquake Engineering Society of Korea, 5(4), 51-66
  8. Lee, S., Lee, K., Park, S., Suh, M., & Lee, C. (2008). Computational Modelling Method by using the Natural Frequencies of Five-Story Stone Pagoda in Chongnimsa Site, Journal of the Korean Association for Spatial Structures, 8(5), 67-74