Seismic Performance Evaluation of R/C Frame Apartment Strengthened with Kagome Truss Damper External Connection Method by Pseudo Dynamic Test |
Heur, Moo-Won
(삼영엠텍(주))
Chun, Young-Soo (LH공사) Hwang, Jae-Seung (전남대학교 건축학부) Lee, Kang-Seok (전남대학교 건축학부) |
1 | American Society of Civil Engineers (ASCE) (2010), Minimum Design Loads for Builkdings and Other Structures, 187-199. |
2 | Architectural Institute of Korea (AIK) (2008), Test Guideline for Architectural Engineering, Kimoondang Press, 1-881. |
3 | Federal Emergency Management Agency (FEMA) (1998), FEMA 310 : Handbook for Seismic Evaluation of Buildings- A Prestandard, Washington D.C., 1-400. |
4 | Hakuno et al. (1988), Hybrid Test Manual, Institute of Industrial Science, The University of Tokyo, 1-50. |
5 | HNG. Wadley, NA Fleck, AG. Evans (2003), Composite Sci. Technol., 63, 2331-2343. DOI ScienceOn |
6 | Hwang, J. S., Park, S. C., and Kang, K. J. (2013), A study on the hysteresis properties and mathematical model of Kagome truss damper, Journal of Architectural Institute of Korea, 29(9), 21-29 (in Korean, with English abstract). |
7 | Japan Building Disaster Prevention Association (JBDPA) (2001), Standard for Damage Level Classification, Tokyo, Japan, 1-250. |
8 | Japan Building Disaster Prevention Association (JBDPA) (2003), Standard for Evaluation of Seismic Capacity of Existing Reinforced Concrete Buildings, Tokyo, Japan, 1-300. |
9 | Maeda, M., Nakano, Y., and Lee, K. S. (2004), Post-Earthquake Damage Evaluation for R/C Buildings Based on Residual Seismci Capacity, 13th World Conference on Earthquake Engineering (Vancouver, B.C., Canada), 1179. |
10 | MTS (1999), Pseudodynamic Testing For 793 Controllers, MTS Systems Corporation, 1-34. |
11 | Shibata A. (2003), New Structural Analysis for Seismic Design, Morikita Press, Tokyo, Japan, 1-250. |