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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 
Perrone, D., Calvi, P. M., Nascimbene, R., Fischer, E. C., and Magliulo, G. (2019), Seismic Performance of Non-Structural Elements During the 2016 Central Italy Earthquake, Bulletin of Earthquake Engineering, 17(10), 5655-5677.DOI
2 
Dhakal, R. P. (2010), Damage to Non-Structural Components and Contents in 2010 Darfield Earthquake, Bulletin of the New Zealand Society for Earthquake Engineering, 43(4), 404-411.DOI
3 
Perrone, D., and Filiatrault, A. (2017), Automated Seismic Design of Non-Structural Elements with Building Information Modeling, Automation in Construction, 84, 166-175.DOI
4 
Lanzano, G., Salzano, E., Santucci de Magistris, F., and Fabbrocino, G. (2014), Seismic Vulnerability of Gas and Liquid Buried Pipelines, Journal of Loss Prevention in the Process Industries, 28, 72-78.DOI
5 
O'Rourke, T. D., Stewart, H. E., Gowdy, T. E., and Pease, J. W. (1991), Lifeline and geotechnical aspects of the 1989 Loma Prieta Earthquake, Proceedings of the 2nd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, Missouri University of Science and Technology, Saint Louis, 1601-1612.URL
6 
Kitaura, M., and Miyajima, M. (1996), Damage to Water Supply Pipelines, Soils and Foundations, 325-333.DOI
7 
Blasi, G., Aiello, M. A., Maddaloni, G., and Pecce, M. R. (2018), Seismic Response Evaluation of Medical Gas and Fire-Protection Pipelines’ Tee-Joints, Engineering Structures, 173, 1039-1053.DOI
8 
Han, Z., Ma, D., Hou, B., and Wang, W. (2020), Seismic Resilience Enhancement of Urban Water Distribution System Using Restoration Priority of Pipeline Damages, Sustainability, 12(3), 914.DOI
9 
Soroushian, S., Zaghi, A. E., Maragakis, E. M., Echevarria, A., Tian, Y., and Filiatrault, A. (2015), Seismic Fragility Study of Fire Sprinkler Piping Systems with Grooved Fit Joints, Journal of Structural Engineering, 141(6), 04014157.DOI
10 
Kim, S. W., Yun, D. W., Cheung, J. H., and Kim, S. D. (2020), Limit State Assessment of SCH80 3-inch Steel Pipe Elbows Using Moment-Deformation Angle Relationship, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(3), 122-129 (in Korean).DOI
11 
Kim, S. W., Yun, D. W., Kim, J. B., and Jeon, B. G. (2021), Experimental Study for Seismic Behavior Analysis of a Fire Protection Riser Pipe System with Groove Joints, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(2), 35-42 (in Korean).DOI
12 
National Fire Protection Association(NFPA) (2013), Standard for the Installation of Sprinkler Systems(NFPA 13), NFPA, Quincy, USA.URL
13 
Ministry of Public Safety and Security(MPSS) (2016), Seismic Design Criteria of Fire Fighting Facilities, Sejong, Korea.URL
14 
American Society of Civil Engineers(ASCE)/Structural Engineering Institute(SEI) (2016), Minimum Design Loads for Buildings and Other Structures (ASCE 7-16), ASCE/SEI, Reston, USA.URL
15 
American National Standards Institute(ANSI) (2016), American National Standard for Seismic Sway Braces for Pipe, Tubing and Conduit(ANSI/FM Approvals 1950), FM Approvals, Norwood, USA.URL