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Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.
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  3. 2013-12 (Vol.25 No.6)
  4. 10.4334/JKCI.2013.25.6.667
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1 
1.Shin, J., Kim, J., and Lee, K., “Fragility Assessment of Damaged Piloti-Type RC Building With/Without BRB Under Successive Earthquake,” Journal of the Earthquake Engineering Society of Korea, Vol. 17, No. 3, 2013, pp. 133-141.DOI
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3.Lee, K. and Foutch, D. A., “Performance Evaluation of Damaged Steel Frame Buildings Subjected to Seismic Loads,” Journal of Structural Engineering (ASCE), Vol. 130, No. 5, 2004, pp. 588-599.DOI
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4.Li, Q. and Ellingwood, B. R., “Performance Evaluation and Damage Asessment of Steel Frame Buildings under Main Shock-After Shock Earthquake Sequences,” Earth-quake Engineering & Structural Dynamics, Vol. 36, Issue 3, 2007, pp. 405-427. (doi: http://dx.doi.org/10.1002/ eqe.667)Google Search
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14.Lee, K. S., Lee, S. H., Kim, Y. I., Wi, J. D., and Song, B. I., “Seismic Safety Evaluation of Existing Reinforced Concrete Buildings in Korea,” Proceedings of the Korea Concrete Institute, 2010, Vol. 22, No. 2, pp. 363-364.Google Search
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15.Ministry of Education and Science Technology (MEST), “Guideline for Seismic Capacity Evaluation and Seismic Strengthening of Existing School Buildings,” MEST, 2011, 60 pp.Google Search
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17.Lee., K., et al., “Seismic Performance Evaluation of Korean R/C School Buildings Using Pseudo Dynamic Test Method,” Proceedings of the Korean Concrete Institute, Vol. 24, No. 1, 2012, pp. 100-101.Google Search
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18.Lee, K., Choi, H., and Yi, W., “Earthquake Damage Ratio Estimation and Seismic Capacity Evaluation of Existing RC Buildings in Korea,” Journal of the Architectural Institute of Korea, Vol. 18, No. 1, 2002, pp. 11-21.Google Search
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