한국공간구조학회논문집 (Journal of Korean Association for Spatial Structures)

  • 제20권4호
  • /
  • Pages.177-184
  • /
  • 2020
  • /
  • 1598-4095(pISSN)
  • /
  • 2287-7401(eISSN)
한국공간구조학회 (Korean Association for Spatial Structures)
권호 표지
DOI QR코드

DOI QR Code

보수전과 후의 홍예교의 동적특성과 구조성능에 대한 해석연구

Analytical Study of a Historic Stone Arch Bridge After Retrofit to Evaluate Dynamic Characteristics and Structural Behavior

  • 투고 : 2020.11.24
  • 심사 : 2020.11.30
  • 발행 : 2020.12.15
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

This study evaluates safety assessment before and after repair of Seonamsa temple seungseon bridge, which refer to the representative Hongye bridge in Korea. In this approach natural frequency of the structure were considered in the modeling procedure. Trial & error method is applied to obtain the approximate natural frequency before and after retrofit construction. Stiffness of the actual structure was examined to account for the dynamic characteristics of Hongye bridge measured in the field and adjusting parameters in computer modeling. The safety and usability of the stone structure in terms of load bearing capacity and displacement were examined.

키워드

참고문헌

  1. Chung, H. S., & Lee, S. H., Hwang, Y. C., & Kim, N. Y., "A study on Local Carrying Capacity of Ancient Stone Arch Bridge", Journal of the Korean Geotechnical Society, Vol.8, No.4, pp.31-39, 1992
  2. Lee, S. G., Lee, S. M., & Song, C. Y., "The Influence of Spandrel Wall and Fill on the Dynamic Characteristic of Historic Stone Masonry Arch Bridge", Journal of the Korea Institute for Structural Maintenance and Inspection, Vol.9 No.3, pp.161-168, 2005
  3. Lee, S. M., Park, I. S., Choi, H. S., & Choi, C. K., "Computational Modelling Method by Using the Dynamic Characteristics of Stone Masonry Arch Bridges", Journal of Korean Association for Spatial Structures, Vol.8, No.3, pp.83-90, 2008, Retrieved from file:///C:/Users/user/Downloads/Computational_Modelling_Method_by_Using_the_Dynamic_Characteristics_of_Stone_Masonry_Arch_Bridges.pdfa
  4. Mai, K. Q., Lee, S. M., & Lee, K. (2019). Assessment of historic stone arch bridge characterisation: experiments and numerical model. Proceedings of the Institution of Civil Engineers - Structures and Buildings, Republic of Korea, Vol.172, No.7, pp.480-489, doi: 10.1680/jstbu.18.00014
  5. Kim, H. S., Cha, G. C., Jung, S. J., Kim, W. J., Bae, B. S., & Kim, D. M., "Structural Behavior Analysis of Arched Stone Bridges considering Arch Type", Journal of the Architectural Institute of Korea Structure & Construction, Vol.28, No.9, pp.91-98, 2012 https://doi.org/10.5659/JAIK_SC.2012.28.9.91
  6. Park, Y. H., Back, Y. J., Kwon, G. W., Lee, S. M., & Lee, S. G. (2000). A experimental study on natural frequency of ancient stone arch bridge. Proceedings of the Architectural Institute of Korea, Republic of Korea, Vol.20 No.1, pp.35-38
  7. Bayraktar, A., Turker, T., & Altunisik, A. C., "Experimental frequencies and damping ratios for historical masonry arch bridges", Construction and Building Materials, Vol.75, pp.234-241, 2015, doi: 10.1016/j.conbuildmat.2014.10.044
  8. ANSYS Academic Research Mechanical, Release 19.0
  9. Kim, J. E., & Cheon, D. Y., "A Study on the Repair Method for Performance Degradation Cause of Korean Arch Bridge-Focused on the Seonamsa Seungseonggyo, Songgwangsa Geukrockgyo-", Journal of Architectural History, Vol.23, No.1, pp.7-19, 2014, doi: 10.7738/JAH.2014.23.1.007
  10. Lee, S. M., Shon, H. W., & Lee, S. G., "Dynamic Characteristics and Compressive Stress of Multi-Layered Stone Masonry Model", Journal of the Korea Geophysical Society, Vol.7 No.1, pp.31-40, 2004, Retrieved from https://www.koreascience.or.kr/article/JAKO200410102453495.pdf
  11. Lee, J. H., Park, H. K., Lee, S. M., & Lee, S. G. (1999). A Experimental Study on Natural Frequency of Ancient Castle Wall. Proceedings of the Architectural Institute of Korea, Republic of Korea, Vol.19, No.2, pp.625-630
  12. Seo, Y. S., Yun, H. S., Kim, D. G., & Kwon, O. I., "Analysis on Physical and Mechanical Properties of Rock Mass in Korea", The Journal of Engineering Geology, Vol.26, No.4, pp.593-600, 2016, doi: 10.9720/kseg.2016.4.593
  13. Ministry of Land, Infrastructure and Transport, Rules about the Road Structure & Facilities Standards
  14. Ng, K. H., Fairfield, C. A., & Lusas, A. S. (1999). Finite-element analysis of masonry arch bridges. Proceedings of the Institution of Civil Engineers - Structures and Buildings, Vol.134 No.2, pp.119-127, doi: 10.1680/istbu.1999.31378
  15. Aydin, A. C., & Ozkaya, S. G., "The finite element analysis of collapse loads of singlespanned historic masonry arch bridges (Ordu, Sarpdere Bridge)", Engineering Failure Analysis, Vol.84, pp.131-138, 2018, doi: 10.1016/j.engfailanal.2017.11.002
  16. Lee, S. M., "Non-destructive Diagnosis and Maintenance of Historic Stone Masonry Arch Bridges in Korea", Computational Structural Engineering, Vol.19, No.4, pp.25-31, 2006, Retrieved from https://www.koreascience.or.kr/article/JAKO200606141775340.pdf