Mobile QR Code QR CODE

Journal of the Korea Concrete Institute

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

Journal Search

  1. Home
  2. All Issues
  3. 2025-06 (Vol.29 No.3)
  4. 10.11112/jksmi.2025.29.3.35
XML PDF INFO REF

References

1 
AIK (Architectural Institute of Korea) (2018), Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyoungju and Pohang. AIK, Seoul, Korea (in Korean).URL
2 
ASCE 7-10 (2010), Minimum Design Loads for Buildings and Other Structures, ASCE. American Society of Civil Engineers, USA.URL
3 
ASCE/SEI 7-22 (2022), Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE. American Society of Civil Engineers, USA.URL
4 
Belarbi, A., and Acun, B. (2013), FRP Systems in Shear Strengthening of Reinforced Concrete Structures, Procedia Engineering, 57, 2-8.DOI
5 
Federal Emergency Management Agency (FEMA) 356. (2000), Prestandard and Commentary for Seismic Rehabilitation of Buildings, Washington, DC., 500p.URL
6 
Hilber, H. M., Hughes, T. J., and Taylor, R. L. (1977), Improved numerical dissipation for time integration algorithms in structural dynamics, Earthquake Engineering and Structural Dynamics, 5(3), 283-292.DOI
7 
Japan Building Disaster Prevention Association (JBDPA). (2010), Guideline for Seismic Strengthening by Seismic Control and Base Isolation Systems of Existing Reinforced Concrete Buildings, Tokyo, Japan, 129p.URL
8 
JBDPA (Japan Building Disaster Prevention Association) (2015), Standard for damage level classification. JBDPA, Tokyo, Japan.URL
9 
Japan Building Disaster Prevention Association (JBDPA). (2017a), Guideline for Seismic Strengthening of Existing Reinforced Concrete Buildings, Tokyo, Japan, 450p.URL
10 
KDS 41 (Korean Design Standard 41) (2022), Korean design standard 41. Architectural Institute of Korea, Seoul, Korea (in Korean).URL
11 
KMA (Korea Meteorological Administration) (2025), Korea. https://www.kma.go.kr/eng/index.jsp (accessed on 1 March 2025).URL
12 
KS B 0801 (2017), Test pieces for tension test for metallic materials. Korean Industrial Standards, Korea (in Korean).URL
13 
Kulak, G. L., Fisher, J. W., and Struik, J. H. (2001), Guide to Design Criteria for Bolted and Riveted Joints Second Edition, AISC, Chicago, IL.URL
14 
Lee, K. S. (2010), Seismic capacity requirements for low-rise reinforced concrete buildings controlled by both shear and flexure, Journal of Advanced Concrete Technology, 8(1), 75-91.DOI
15 
Lee, K. S., and Jung, J. S. (2018), A seismic capacity of R/C building damaged by the 2016 Gyeongju Earthquake based on the non-linear dynamic analysis, Journal of the Korea Institute of Structural Maintenance and Inspection, 22(1), 137-146 (in Korean).DOI
16 
Lee, K. S. (2015), An Experimental Study on Hybrid Noncompression CF Bracing and GF Sheet Wrapping Reinforcement Method to Restore Damaged RC Structures, Shock and Vibration, 2015, 1-13.DOI
17 
Maeda, M., Nakano, Y., and Lee, K. S. (2004), Postearthquake damage evaluation for RC buildings based on residual seismic capacity. Proceedings of 13th WCEE.URL
18 
MTS (2002), Pseudodynamic testing for 793 controllers. MTS Systems Corporation, Eden Prairie, MI, USA.URL
19 
Seismic Strengthening Research Group (SSRG). (2008), Seismic Strengthening of RC Buildings, Ohmsha Press, Tokyo, Japan, 230p.URL
20 
Takanashi, K., Udagawa, K., and Tanaka, H. (1980), Pseudo- dynamic tests on a 2-storey steel frame by a computer-load test apparatus hybrid system. Proceedings of the 7th World Conference on Earthquake Engineering, 7, 225-232, Istanbul, Turkey.URL
21 
Tokyo Soki Kenkyujo Company (2020), Tokyo, Japan. https://www.tml.jp/e/ (accessed on 24 September 2023).URL