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Unstable Behavior and Critical Buckling Load of a Single-Layer Dome using the Timber Elements

목재를 이용한 단층 지오데식 돔의 불안정 거동과 임계좌굴하중

  • 홍석호 (한국기술교육대 건축공학과) ;
  • 하현주 (한국기술교육대 건축공학과) ;
  • 손수덕 (한국기술교육대 건축공학과) ;
  • 이승재 (한국기술교육대 건축공학과)
  • Received : 2023.05.08
  • Accepted : 2023.05.27
  • Published : 2023.06.15

Abstract

Timber structures are susceptible to moisture, contamination, and pest infestation, which can compromise their integrity and pose a significant fire hazard. Despite these drawbacks, timber's lightweight properties, eco-friendliness, and alignment with current architectural trends emphasizing sustainability make it an attractive option for construction. Moreover, timber structures offer economic benefits and provide a natural aesthetic that regulates building temperature and humidity. In recent years, timber domes have gained popularity due to their high recyclability, lightness, and improved fire resistance. Researchers are exploring hybrid timber and steel domes to enhance stability and rigidity. However, shallow dome structures still face challenges related to structural instability. This study investigates stability problems associated with timber domes, the behavior of timber and steel hybrid domes, and the impact of timber member positioning on dome stability and critical load levels. The paper analyzes unstable buckling in single-layer lattice domes using an incremental analysis method. The critical buckling load of the domes is examined based on the arrangement of timber members in the inclined and horizontal directions. The analysis shows that nodal snapping is observed in the case of a concentrated load, whereas snap-back is also observed in the case of a uniform load. Furthermore, the use of inclined timber and horizontal steel members in the lattice dome design provides adequate stability.

Keywords

Acknowledgement

이 논문은 2020년도 정부(교육부)의 재원으로 한국연구재단의 지원을 받아 수행된 기초연구사업임(NRF-2020R1I1A1A01065032)

References

  1. Min. K, "Increasing the Use of Domestic Wood for Carbon Neutrality", Korea Rural Economic Institute, 2021, https://www.krei.re.kr/krei/selectBbsNttList.do?bbsNo=75&key=109
  2. Kim, M, "19-Pyeong Wooden House Offsets Annual Carbon Emissions of 18 Cars", National Institute of Forest Sciences, 2023, https://nifos.forest.go.kr/kfsweb/cop/bbs/selectBoardList.do?bbsId=BBSMSTR_1036&orgId=kfri&mn=UKFR_03_03&ctgryLrcls=CTGRY150
  3. Lee. J, "The state of the art and cases of structure design for large scale timber structure", Korean Association for Spatial Structures, Vol.18, No.1, pp.22~29, 2018.
  4. Harte, A., "Introduction to timber as an engineering material", ICE manual of construction materials, Vol.2, pp.707~715, 2009.
  5. Ha, H., Shon, S., & Lee, S., "Characteristics of static buckling load of the hexagonal spatial truss models using timber", Korean Association for Spatial Structures, Vol. 22, No.3, pp.25~32, 2022, doi: 10.9712/KASS.2022.22.3.25
  6. Hwang, K., "Timber lattice roof structure for Geumgwanchong prehistoric sites museum in Gyeong-Ju", Journal of Korean Association for Spatial Structures Vol. 23, No.11, pp.4~7, 2023.
  7. Lee, J., Lee, H., & Lee, S., "A study on the construction status and the structural system features of wooden large space buildings", Journal of Korean Association for Spatial Structures, Vol. 22, No.3, pp.15~24, 2022, doi: 10.9712/KASS.2022.22.3.15
  8. Shon, S., Kim. S., Lee, S., & Kim, J., "A study on the critical point and bifurcation according to load mode of dome-typed space frame structures", Journal of Korean Association for Spatial Structures Vol. 11, No.1, pp.121~130, 2011, doi: 10.9712/KASS.2011.11.1.121
  9. Shon, S., & Lee, S., "Critical load and effective buckling length factor of dometyped space frame accordance with variation of member rigidity", Journal of Korean Association for Spatial Structures, Vol. 13, No.1, pp.87~96, 2013, doi: 10.9712/KASS.2013.13.1.087
  10. Hwang, K., "Buckling load of lattice timber roof structure considering stiffness of connection with asymmetric snow load", Journal of Korean Association for Spatial Structures Vol. 23, No.1, pp.69~76, 2023, doi: 10.9712/KASS.2015.15.3.043
  11. Lee, S., & Shon, S., "Characteristics of buckling load and bifurcation in accordance with rise-span ratio of space truss considering initial imperfection," Journal of Korean Society of Stell Construction, Vol. 24, No.33, pp.337~348, 2012, doi: 10.7781/kjoss.2012.24.3.337
  12. Ashby, M., Gibson, L., Wegst, U. & Olive, R., "The Mechanical Properties of Natural Materials. I. Material Property Charts," Proceedings of The Royal Society A: Mathematical, Physical and Engineering Sciences, Vol. 450, pp.123-140, 1995, doi: 10.1098/rspa.1995.0075
  13. Ashby, M., The CES EduPack Database of Natural and Man-Made Materials, 2008, https://www.grantadesign.com/download/pdf/biomaterials.pdf
  14. Ansys, Materials: Granta Materials Data for Simulation, 2020, https://www.ansys.com/products/materials/materials-data-for-simulation