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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)
1 
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2 
AIK (2010), Guideline and Examples for Vibration Control System Design, Kimoondang, 34-39 (in Korean).Google Search
3 
Baek, E. L., Oh, S. H., Lee, S. H. (2014), Seismic Performance of an Existing Low-Rise Reinforced Concrete, J. of Earthq. Eng, Soc. of Korea, EESK, Seismic Performance of an Existing Low-Rise Reinforced Concrete, J. of Earthq. Eng. Soc. of Korea, EESK, 18(5), 241-251 (in Korean)., 18(5)Google Search
4 
(2001), Standard for Seismic Evaluation of Existing Reinforced Concrete Building, Standard for Seismic Evaluation of Existing Reinforced Concrete Building. 30-35.Google Search
5 
(2002), External Seismic Retrofit Manual, External Seismic Retrofit Manual. 3-5.Google Search
6 
Kim, K. M., Oh, S. H., Choi, K. Y., Lee, J. H., Park, B. C. (2013), Quantitative Damage Index of RC Columns with Non-seismic Details, J. of Korea Ins. for Struct. Maint. And Insp., KSMI, 17(6), 11-20. (in Korean).Google Search
7 
Kim, K. M., Lee, S. H., Oh, S. H. (2013), Seismic Performance Evaluation of Existing Low-rise RC Frames with Non-seismic Detail, J. of Earthq. Eng, Soc. of Korea, EESK, Seismic Performance Evaluation of Existing Low-rise RC Frames with Non-seismic Detail, J. of Earthq. Eng. Soc. of Korea, EESK, 18(5), 241-251. (in Korean)., 18(5)Google Search
8 
Lee, K. S., Wi, J. D., Kim, Y. I., Lee, H. H. (2009), Seismic Safety Evaluation of Korean R/C School Buildings Built in the 1980s, J. of Korea Ins. for Struct. Maint. and Insp., KSMI, 19(1), 013-022 (in Korean).Google Search
9 
Lee, K. S. (2015), Seismic Performance Evaluation of Medium-and Low-rise R/C Buildings Strengthened with RCSF, J. of Korea Ins. for Struct. Maint. and Insp., KSMI, 19(1), 013-022 (in Korean)Google Search
10 
Minister of Land, Infrastructure and Transport, MOLIT (2016), Seismic Design Ratio of National Buildings, Seismic Design Ratio of National Buildings, Korea (in Korean).Google Search
11 
National Disaster Management Research Institute, NDMI (2000), Study on the Repair and Retrofit Techniques for Improving Seismic performance of Existing Structure, Korea, Study on the Repair and Retrofit Techniques for Improving Seismic performance of Existing Structure, Korea, 33-40 (in Korean).0251-3072Google Search
12 
National Emergency Management Agency, NEMA (2011), Master Plan for Seismic Retrofit of Existing Public Facilities, Master Plan for Seismic Retrofit of Existing Public Facilities, Korea, 112-113 (in Korean).Google Search
13 
Oh, S. H. (2002), Earthquake-Resistant Design Method for Buildings Based on Energy Balance, Goomi Book. 108-112 (in Korean).Google Search
14 
Oh, S. H., Choi, K. Y., Ryu, H. S. (2012), Structural Performance Evaluations of Steel Hysteretic Damper, J. of Korean Soc. Of Steel Const, KSSC, Structural Performance Evaluations of Steel Hysteretic Damper, J. of Korean Soc. Of Steel Const., KSSC 24(4), 371-382 (in Korean)., 24(4)Google Search
15 
Oh, S. H., Choi, K. Y., Ryu, H. S. (2013), An Experimental Research on the Seismic Retrofit System Using of Eigenperiod, An Experimental Research on the Seismic Retrofit System Using of Eigenperiod, Proceeding of Workshop. Korean Soc. of Steel Const, KSSC, 241-242 (in Korean).Google Search