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NTIS 바로가기한국공간구조학회논문집 = Journal of the Korean Association for Spatial Structures, v.20 no.4, 2020년, pp.177 - 184
이가윤 (세종대학교 건축공학과) , 이성민 ((재)한국건설품질연구원) , 이기학 (세종대학교 건축공학과)
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 a...
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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
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
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
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
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
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
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
ANSYS Academic Research Mechanical, Release 19.0
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
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
Ministry of Land, Infrastructure and Transport, Rules about the Road Structure & Facilities Standards
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
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
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
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