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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 
(2014), Seismic performance of structures installed with cantilever-type steel dampers, Korea University, Seoul, Korea.
2 
(2014), Korean Building Code-Structure, KBCS, Architectural Institute of Korea, 220-221.
3 
Computers and Structures Inc (2006), PERFORM Components and Elements for PERFORM 3D and PERFORM-Collapse ver 4.
4 
FEMA (2000), Prestandard and Commentary for the Seismic Rehabilitation of Buildings.
5 
(2015), Structural performance of SAFE dampers combining shear-type friction damper and non-uniform steel strip damper.
6 
(2003), The Structural Behavior of the Braced-Frame System with Slit-plate Dampers, Proceedings of Autumn Annual Conference of the Architectural Institute of, 133-136.
7 
Ministry of Land, Transport and Maritime Affairs (2013), Assessment criteria for existing facilities (buildings) seismic performance evaluation, Ministry of Land, Transport and Maritime Affairs, 104-107.
8 
(2000), Experimental Study on Hysterestic Characteristic of Braced Framed with Slit Plate Damper, Architectural Institute of Korea, Proceedings of Autumn Annual Conference of the Architectural Institute of, 349-352.
9 
(2005), Hysteresis Behavior of Beam-to-Column Connections with Elasto- Plastic Hysteretic Dampers In order to reduce the carbon dioxide exhaust, Proceedings of Autumn Annual Conference of the Architectural Institute of, 635-638.
10 
(2009), Seismic performance of non-seismic RC frames retrofitted with steel dampers.