Journal of the Architectural Institute of Korea (대한건축학회논문집)

Architectural Institute of Korea (대한건축학회)
권호 표지
DOI QR코드

DOI QR Code

Review on the Structural Performance of Hanok Focused on Frame Arrangement Method

한옥의 골조 배치방식에 따른 구조성능 고찰

  • 이민위 (명지대학교 대학원 건축학과) ;
  • 김영민 (명지대학교 건축학부)
  • Received : 2021.05.24
  • Accepted : 2021.07.21
  • Published : 2021.08.30
⟨ Previous Next ⟩

Abstract

In this study, structural performance of Hanok's frame according to the frame arrangement is analyzed. As a result of considering six previous studies, frame arrangement can be classified into 1) Frame direction and 2) Frame position. Frame direction is divided into the purlin-direction and the beam-direction, and frame position is divided into the upper part of common column and corner column. As a result of comparing the lateral strength at the damage limit of the frame(1/120rad), beam-direction frame is 1.3 times stronger than the purlin-direction frame. In addition, the common column partial frame is 1.3 times stronger than the corner column partial frame. In previous studies, structural performance analysis methods include the nonlinear hysteresis model, finite element analysis, partial frame spring factor, and capacity estimation equation.

Keywords

Acknowledgement

본 연구는 국토교통부 도시건축연구사업(한옥기술개발 3단계)의 연구비지원(21AUDP-B128638-05)에 의해 수행되었습니다.

References

  1. Hong, S. G., & Lee, P. S. (2000). Behavior of Traditional Wood Frames Under Earthquake Loading. Proceedings of the Earthquake Engineering Society of Korea Conference, 304-313.
  2. Hwang, J. K., Lee, Y. W., & Hwang, J. S. (2013). Lateral Resistance Capacity Analysis of Traditional Wooden Structural Frame by Finite Element Method. Journal of the Architectural Institute of Korea Structure & Construction Section, 29(8), 35-44.
  3. Japan Building Disaster Prevention Association (JBDPA). (2004). Seismic Diagnosis and Reinforcement Method for Wooden Houses.
  4. Lee, Y. W., Bae, B. S., Hong, S. G., Hwang, J. K., Kim, N. H., & Jeong, S. J. (2006). An Analytical Modelling of the Beam-Direction Frame of Traditional Wood Structure System. Journal of the Architectural Institute of Korea Structure & Construction Section, 22(3), 29-36.
  5. Lee, Y. W., Hong, S. G., Hwang, J. K., & Bae, B. S. (2007). Capacity of Lateral Load Resistance of Dori-Directional Frame with Jangbu-Connection in Traditional Wood Structure System. Journal of the Architectural Institute of Korea Structure & Construction Section, 23(2), 35-42.
  6. Lee, Y. W., Hong, S. G., Hwang, J. K., & Jeong, S. J. (2008). Experiments on the Lateral Load Capacity of End Lap Joint of Dori-Directional Frame. Journal of the Architectural Institute of Korea Structure & Construction Section, 24(7), 29-36.
  7. Lee, Y. W., Hwang, J. K., & Hwang, J. S. (2013). Evaluation of Lateral Capacity Model of Traditional Wooden Structural Frame. Journal of the Regional Association of Architectural Institute of Korea, 15(6), 211-217.
  8. National Disaster Management Research Institute (NDMI). (2010). Performance Stiffness Reduction Test Wall and Joint in Wood Structure.
  9. National Research Institute of Cultural Heritage(NRICH). (2005). Research Report on Evaluation of Structural Performance of Wooden Cultural Property.
  10. Ooka, Y., Izuno, K., & Toki, K. (2011). Earthquake Response Analysis of Japanese Traditional Wooden Structures Considering Member Aging. Journal of Disaster Research, 6(1).
  11. Seo, J. M., Choi, I. K., Choun, Y. S., Lee, J. R., & Shin, J. C. (1997). Hysteretic Characteristics of Wooden Frames of Three-Bay-Straw-Roof House under Lateral Cyclic Load. Journal of the Earthquake Engineering Society of Korea, 1(3), 21-27.
  12. Suzuki, Y., & Maeno, M. (2006). Structural Mechanism of Traditional Wooden Frames by Dynamic and Static Tests. Structural Control and Health Monitoring, 13(1), 508-522. https://doi.org/10.1002/stc.153