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Proposal of an Approximate Formula for Calculating Natural Period of Traditional Timber Structures Using Regression Analysis

회귀분석을 이용한 전통목구조의 고유주기 산정식 제안

  • Received : 2022.10.03
  • Accepted : 2022.11.23
  • Published : 2022.12.30

Abstract

Regression analysis on period-related factors of traditional timber structures was performed based on the site measured period to propose an appropriate fundamental period formula for such structures. The height of mass, roof area, roof weight, and wall ratio were chosen as period-related factors. Among 28 available cases, 16 cases were selected as target cases with a relatively high relationship with the fundamental period. After performing regression analysis on these four factors, the height of mass and roof area were selected as the final factors which showed a high coefficient of determination and suitability for an approximate formula. An approximate formula for the fundamental period of traditional timber structures was proposed using the final two factors. The fundamental period derived by the proposed formula lay between the site measured period and the KDS formula derived period; this showed that the proposed formula secured both safety and economic feasibility.

Keywords

References

  1. Cultural Heritage Administration. (2012). A study on stability evaluation criteria for reducing earthquake disasters in cultural properties, 176.
  2. Hwang, J.S., Hwang, J.K., & Lee, Y.W. (2013). The estimation of natural period of one story traditional wooden structure by in-situ measurement, Journal of the Regional Association of Architectural Institute of Korea, 15(6), 219~226.
  3. Hwang, J.K., Kwon, Y.H., & Bae, D.H. (2019). Shear resistance capacity length of traditional wooden frame's wall divided into small frame, Journal of the Architectural Institute of Korea, Structure & Construction Section, 35(3), 11-18.
  4. KDS 41 17 00 (2019). Korean design standard for seismic design of building.
  5. Kim, H.W., Koshihara, M., Fujita, K., Yi. W.H., & Sakamoto, I. (2006). The microtremor measurements of South Korean traditional timber architecture, Proceedings Volume II The 6th International Symposium on Architectural Interchanges in Asia, 1090~1095.
  6. Kim, H.W., Lee, J.H., Park, B.C., & Lee, W.H. (2010). Seismic capacity evaluation of the traditional wooden structure using capacity spectrum and seismic index, Journal of the Architectural Institute of Korea Structure & Construction, 26(9), 3~14.
  7. Kim, H.W., Kim, J.S., Lee, J.H., & Park, B.C. (2012). A study on natural frequency of the traditional wooden structure by vibration measurement, Proceedings of the Korean Society for Noise and Vibration Engineering Conference, 491~492.
  8. Kim, H.W., Lee, J.H., & Lee, W.H. (2014). Dynamic characterization of palsangjeon in beobju temple using ambient vibration, Journal of the Korean Society of Hazard Mitigation, 14(6), 303~309.
  9. Kim, H.W., Lee, J.H., Park, B.C., & Lee, W.H. (2016). Fundamental period formulas for the Korean-style house using ambient vibration, Journal of the Korean Society of Hazard Mitigation, 16(3), 281~289.
  10. Kim, H.J., Shin, E.M., Jung, S.J., Ha, T.U., & Kim, W.J. (2020). A study on the estimation of roof load of wooden architectural cultural heritage, Journal of the Society of Cultural Heritage Disaster Prevention, 5(1), 43~52.
  11. Kim, Y.M., Lee, S.G., & Lee, S.H. (2015). Evaluation of effective lateral stiffness of a Korean-traditional wooden house with new joint types, Engineering Structures, 94, 113-121.
  12. Kim, Y.M., Kim, Y.M., Kim, H.J., Ha, T.U., Shin. E.M., & Kim, W.J. (2021). Analysis of roof load and dynamic characteristics of traditional timber building considering column axial force and ambient vibration measurement, Journal of the Architectural Institute of Korea, 37(11), 271~280.
  13. Koo, W.H., Park, S.Y., & Baek, M.H. (2016). A study on the actual condition of damages to cultural assets according to the occurrence of earthquake at home and abroad, Journal of the Society of Cultural Heritage Disaster Prevention, 1(2), 116~123.
  14. Land & Housing Institute. (1997). Approximate estimates for natural period of wall~slab building structures.
  15. Lee, M.W., & Kim, Y.M. (2020). Development of automated evaluation system for torsional irregularity of Hanok, Journal of the Architectural Institute of Korea, 36(8), 173~180. https://doi.org/10.5659/JAIK.2020.36.8.173
  16. Lee, M.W., & Kim, Y.M. (2021). Comparative review on the horizontal strength of traditional timber structures according to frame types, Journal of the Architectural Institute of Korea, 37(7), 183~194.
  17. National Disaster Management Research Institute. (2010). Literature review of the previous research on wooden structures.
  18. Yoon, S.W., Jeong, S.C., & Lim, I.S. (2006). Comparison of the natural period obtained by eigenvalue analysis and ambient vibration measurement in bearing-wall type apartment, The 1st Collections of Excellent Graduation Theses, 93~96.