수직하중에 대한 한옥 기둥부재의 초기설계를 위한 구조검토방안

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김영민
Kim, Yeong-Min

  • 투고 : 2015.07.09
  • 심사 : 2015.11.12
  • 발행 : 2015.11.30

초록

In this study the section tables for the column members of Hanok were developed, which can be used in the early design stage of Hanok. The key items in developing section tables are column types, wood species and their material properties, connection types between column and horizontal members, roof loads, and member length and their topological disposition. The columns of Hanok are classified as four types, such as, exterior corner column, edge column, interior corner column and interior column. I proposed approximate calculation method for computing tributary loading area for each column types using representative span. The field applicability of the developed column section tables were evaluated using two test-bed Hanoks. The column sections by three methods, that is, detailed structural check, section tables and field adopted section were compared. It turned out that the sections from the section tables are somewhat conservative and has its limit that it did not considered lateral loads, but showed appropriate field applicability in initial design stage of Hanok.

키워드

한옥;기둥부재;단면조견표;최적설계

참고문헌

  1. Lee, Y. W., Bae, B. S., Hong, S. G., Hwang, J. K., Kim, N. H., & Jung, S. J. (2006). An Analytical Modelling of the Beam-Direction Frame of Traditional Wood Structure System. Journal of the Architectural Institute of Korea, Structure and Construction Section, 22(3), 29-36.
  2. Lim, N. K. & Kim, H. S. (1987). A Study on the flow of stress in the traditional Korean wooden building. Proc. of Annual Conference of the Architectural Institute of Korea, 7(2), 447-450.
  3. Min, K. W. & Park, S. A. (2011). Simple Structural Model and Seismic Analysis of Heunginjimun. Journal of the Architectural Institute of Korea, Structure and Construction Section, 27(4), 23-30.
  4. Myongji University Industry and Academia Cooperation Foundation (2013). Research Report on the Korean-style Wooden House Technology Development.
  5. Architectural Institute of Korea (2008). KBC Wood Design Manual, Kimundang.
  6. Cho, C. H., Shin, Y. S., Cho, Y. H, No, S. R., & Kim, J. S. (2010). A Study on the Structural Strengthening Characteristics of Traditional Wooden Architecture Hip Rafter in Hipped-and-gabled Roof. Journal of the Architectural Institute of Korea, Structure and Construction Section, 26(3), 3-10.
  7. Han, J. S. & Kim, C. J. (2005). An Experimental Study on mechanical performance of tenon for analysis of structural system and Modernization of Traditional Wooden Architecture. Journal of the Architectural Institute of Korea, Structure and Construction Section, 21(4), 121-128.
  8. Kim, J. H. (2014). A Study on the Development of the Cross-section Table for the Structural Design of Traditional Korean-style House, Master's Thesis, Myongji University.
  9. Kim, Y. M. & Kim, J. H. (2014). A Study on the Development of Section Tables for Lateral Members of Hanok. Journal of the Architectural Institute of Korea, Structure and Construction Section, 30(2), 37-44.
  10. Kim, Y. M,, Kim, J. H., & Lee, S. G. (2012). Review Structural Safety and Propose Appropriate Sectional Size for New Traditional Korean-Style House. Journal of the Architectural Institute of Korea, Structure and Construction Section, 28(5), 37-44.
  11. Kim, Y. M., Kim, W. J., Kim, H. S., Jung, S. G., & Kim, D. M. (2011). Residual Performance Evaluation of Rafters in Traditional Architecture under Weathering Damage. Journal of the Architectural Institute of Korea, Structure and Construction Section, 27(9), 45-52.
  12. 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(1), 113-121. https://doi.org/10.1016/j.engstruct.2015.03.008
  13. Lee, S. G., Kim, Y. M., Roh, J. E., Lee, S. H., & Woo, S. S. (2013). Dynamic Characteristics of Traditional and New Korean-style Houses According to Excitation Amplitude. Journal of the Architectural Institute of Korea, Structure and Construction Section, 29(1), 49-58.

과제정보

연구 과제 주관 기관 : 국토교통부