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. 2022-12 (Vol.26 No.6)
  4. 10.11112/jksmi.2022.26.6.64
XML PDF INFO REF

References

1 
Lee, K., Wi, J., Kim, Y., and Lee, H. (2009), Seismic safety evaluation of Korean R/C school buildings built in the 1980s, Journal of the Korea Institute for Structural Maintenance Inspection, 13(5), 149-159.URL
2 
Kaltakci, M., and Ozturk, O. (2012), An experimental study on the strengthening of non-ductile reinforced concrete frames via external shear wall, European Journal of Environmental and Civil Engineering, 16(1), 59-76.DOI
3 
Kim, M., Choi, H., Song, S., and Lee, Y. (2013), Seismic capacity of reinforced concrete frames retrofitted with H-beam frame, Journal of the Earthquake Engineering Society of Korea, 17(3), 127-132.DOI
4 
Park, J. (2010), An experimental study on the seismic performance of RC frames with steel dampers, Land and Housing Institute Journal, 1(1), 43-50.DOI
5 
Jung, H., Jung, J., and Lee., K. (2019), Seismic performance evaluation of internal steel frame connection method for seismic strengthening by cylic load test and nonlinear analysis, Journal of the Korea Concrete Institute, 31(1), 79-88.DOI
6 
Lee, B., Hwang, D., Choi, Y., Kim, Y., and Lee, K. (2019), Seismic capacity evaluation of full-size two-story R/C frame strengthened with HSWF external connection method by pseudo-dynamic test, Journal of the Korea Concrete Institute, 31(1), 89-97.DOI
7 
Lee, C. (2015), Structural performance of SAFE dampers combining shear-type friction damper and non-uniform steel strip damper, Ph.D. Dissertation, Korea University.URL
8 
Shin, J. (2004), Behaivor of Reinforced Concrete Frame with Steel Plate Slit Damper, Master’s Dissertation, Kwangwoon University.URL
9 
Baek, E., Oh, S., and Lee, S. (2013), Performance of seismic retrofit according to the stiffness and strength ratios of steel damper to reinforced concrete frame, Journal of the Earthquake Engineering Society of Korea, 17(4), 171-180.DOI
10 
Korean Agency for Technology and Standards, 1-14.URL
11 
Jo, S. (2013). An experimental study on toggle-rotational friction damper for strengthening R/C buildings, Master’s Dissertation, Chonnam National University.URL
12 
Architectural Institute of Korea. (2018), Site Inspection and Damage Investigation of Buildings by Earthquakes in Gyoungju and Pohang, 352.URL
13 
Park, R. (1988), Ductility evaluation from laboratory and analytical testing, Proceedings of Ninth World Conference on Earthquake Engineering, 8, 605-616URL
14 
Park, R., and Paulay, T. (1975), Reinforced Concrete Structures, New York, John Wiley & Sons, 769.URL
15 
Lee, J. (2004). Seismic Capacity and Seismic Retrofitting of Low Rise Buildings, Ph.D. Dissertation, Kwangwoon University.URL
16 
KS F 2405 (2010). Standard Test Method for Compressive Strength of Concrete, Korean Agency for Technology and Standards, 1-16.URL
17 
KS B 0801 (2017). Test pieces for tensile test for metallic materials.URL