1 |
KBC, Korean Building and Commentary (2009), Architectural Institute of Korea, 88-90.
|
2 |
Hur, M. W., Chun, Y. S., Hwang, J. S., and Park, S. C., (2014), Seismic Capacity of RC Framed Building Retrofitted by Double I-type Metallic Damper, KCI, Spring 2014 Convention, 1039-1040.
|
3 |
Baek, E. L., Oh, S. H., and Lee, S. H., (2014), Seismic Performance of an Existing Low-Rise Reinforced Concrete Piloti Building Retrofitted by Steel Rod Damper, Journal of EESK, 18(5), 241-251.
|
4 |
Oh, S. H., Kim, Y. J., Tyu, H. S., Choi, H. B., and Kang, C. H., (2005), Hysteresis Behavior of Beam-to-Column Connections with Elasto-Plastic Hysteretic Dampers, Architectural Institute of Korea, 25(1), 635-638.
|
5 |
Lee, H. H., (2012), Hysteretic Behaviors of Metallic Dampers with the Various Slit Shape, Journal of Korea institute for Structural Maintenance Inspection, 16(2), 206-207.
|
6 |
Lee, H. H., Kim, S. I., (2011), Hysteretic Behaviors of Metallic Dampers with the Various Slit Shape, Journal of Korea institute for Structural Maintenance Inspection, 15(5), 199-208.
DOI
ScienceOn
|
7 |
Lee, H. Ho., Kim, S. I., (2010), Metalic Damper Shape and Cyclic Behavior for the Seismic Capacity Improvement of Building Structures, Journal of Korea institute for Structural Maintenance Inspection, 14(3), 123-130.
|
8 |
Japan Building Disaster Prevention Association, (2001), Standard for Damage Level Classification, Tokyo, Japan, 250.
|
9 |
ACI Committee 374, (2014), Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary, ACI 374.1-5.
|