1 |
Federal Emergency Management Agency (FEMA) (1998), Prestandard, Washington D. C., 400.
|
2 |
Hakuno et al. (1988), Hybrid Test Manual, Institute of Industrial Science, The University of Tokyo.
|
3 |
Japan Building Disaster Prevention Association (JBDPA) (2001), Standard for Damage Level Classification, Tokyo, Japan, 250.
|
4 |
Japan Building Disaster Prevention Association (JBDPA) (2003), Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings, Tokyo, Japan, 300.
|
5 |
Korea Meteorological Administration (KMA) (2014), http://www.kma.go.kr/weather/earthquake/report.jsp.
|
6 |
Lee, K. S., Choi, H., and Yi, W. H. (2002), Earthquake Damage Ratio Estimation and Seismic Capacity Evaluation of Existing Reinforced Concrete Buildings in Korea, Journal of Architectural Institute of Korea, 18(1), 11-20.
|
7 |
Lee, K. S., Wi, J. D., Kim, Y. I., and Lee, H. H. (2009), Seismic Safety Evaluation of Korean R/C School Buildings Built in the 1980s, Journal of the Korea Institute for Structural Maintenance and Inspection, 13(5), 1-11.
|
8 |
Maeda, M., Nakano, Y., Lee, K. S. (2004), Post-Earthquake Damage Evaluation for R/C Buildings Based on Residual Seismci Capacity, 13th World Conference on Earthquake Engineering, Vancouver, Canada, 1179.
|
9 |
Ministry of Eduaction (MOE) and Korea Institute of Educational Environment (KIEE) (2011), Guideline for Seismic Evaluation and Rehabilitation of Existing School Buildings in Korea, 108
|
10 |
MTS (1999), Pseudo-dynamic Testing For 793 Controllers, MTS Systems Corporation, 34.
|
11 |
Shibata, A. (2003), New Structural Analysis for Seismic Design, Morikita Press, Tokyo, Japan, 250.
|