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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

References

1 
Kim, H. S., Kim, S. G., and Kang, J. W.,(2018), Seismic Response Evaluation of Mid-Story Isolation System According to the Change of Characteristics of the Seismic Isolation Device, Journal of Korean Association for Spatial Structures, 18(1), 109-116.DOI
2 
Kim, G. C., Kim, H. S., and Kim, S. G., (2017), Serviceability Evaluation of Sky Bridge with Isolation Device, Journal of the Korean Association for Spatial Structures, 17(2), 71-77.DOI
3 
Hur, M. W., Lee, Y. H., Kim, J. H., Park, C. Y., and Lee, S. H., (2017), Seismic Isolation Effects by the Isolation Period of the Vertically Storyadded Remodeling Building, Proceeding of Spring Annual Conference of the Korea Concrete Institute, 29(1), 705-706.URL
4 
Hur, M. W., Yoon, J. H., and Park, T. W., (2017), Seismic Performance Evaluation of Non-seismic designed Low-rise Building Retrofitted by Isolation device, Conference Journal of Korea Concrete Institute, 323-324.URL
5 
Lee, Y. H., Lee, S. H., and Hur, M. W., (2024), Evaluation of Vertical Vibration Performance of Tridimensional Hybrid Isolation System for Traffic Loads, Journal of the Korea Institute for Structural Maintenance and Inspection, 28(1), 71-81.DOI
6 
Jeong, S. B., Choi, H. S., Seo, Y. D., and Jung, D. H., (2022), Dynamic Responses of Base Isolation Devices for Telecommunication Equipment in Building Structures, Journal of the Korea Institute for Structural Maintenance and Inspection, 26(1), 39-48.URL
7 
Seo, Y. D., Choi, H. S., Kim I. T., Kim, J. H., and Jeong, Y. S., (2021), Identification of Failure Cause for Elastomeric Bearing in Bridge by Earthquakes, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(6), 19-26.DOI
8 
Kim, J. Y., and Jeon, B. K., (2016), Structural Design and Construction of Yongsan 3-Zones Development Project, Technical Reports of Koream Society of Steel Construction, 28(6), 54-59.URL
9 
Kim, H. S., (2013), Study of Structural Design Method of Friction Pendulum System for Fail Safe of a Sky-Bridge, Journal of the Korea Academia-Industrial cooperation Society, 14(7), 3502-3507.DOI
10 
Lee, D. G., and Kim, H. S., (2012), Evaluation of Coupling-Control Effect of a Sky-Bridge for Adjacent Tall Buildings, The Structural Design of Tall and Special Buildings, 21, 311- 328.DOI
11 
Lee, M. K., (2012), Domestic Construction Cases of High Rise Building Sky Bridge, Technical Reports of the Korean Society for Spatial Structures, 12(3), 18-22.URL
12 
Hur, M. W., Ann, T. S., Son, J. W., and Kim, C. S., (2010), Construction of Isolation Device for DONG-IL High-Vill New City”, Review of Architecture and Building Science, 54(5), 81-86URL
13 
Kim, H. S., Park, Y. K., Ko, H., Lee, U. H., and Lee, D. G., (2010), Performance Evaluation of Vibration Control According to Installation Location of a Sky-bridge, Journal of the Korean Association for Spatial Structures, 10(3), 65-74.URL
14 
Ahn, S. K., and Oh, J. K., (2005), Vibration Control of High-rise Buildings Structure using Sky- Bridge, Spring Conference Journal of Architectural Institute of Korea, 35-38.URL
15 
MOLIT (2019), Seismic Design Standards for Buildings (KDS 41 17 00), The Ministry of Land Infrastructure and Transport (in Korean).URL