1 |
AISC/SEAOC, "Recommended Provisions for Buckling-Restrained Braced Frames", American Institute of Steel Construction/Structural Engineers Association of California, 2001.
|
2 |
Earthquake Safety Portal, Building seismic resistance statistics, Retrieved from http://goodhousing.eseoul.go.kr/SeoulEqk/community/buildingList.do
|
3 |
Kim, S. D., Kim, J. K., & Oh, M. H., "Introduction and Application of Buckling-Restrained Brace", Architectural Institute of Korea, Vol.49, No.8, pp.124~126, 2005
|
4 |
Hoveidae, N., & Rafezy, B., "Overall buckling behavior of all-steel buckling restrained braces", Journal of Constructional Steel Research, Vol.79, pp.151~158, 2012, doi: 10.1016/j.jcsr.2012.07.022
DOI
|
5 |
Shen, J., Seker, O., Sutchiewcharn, N., & Akbas, B., "Cyclic behavior of buckling-controlled braces", Journal of Constructional Steel Research, Vol.121, pp.110~125, 2016, doi: 10.1016/j.jcsr.2016.01.018
DOI
|
6 |
AISC, "Seismic Provisions for Structural Steel Buildings", ANSI/AISC 341-16, 2016.
|
7 |
Merritt, S., Uang, C. M., & Benzoni, G. (2003). Subassemblage Testing of Star Seismic Buckling Restrained Braces (Report No. TR-2003/04). University of California: Star Seismic, LLC. Retrieved from http://admin.starseismic.net-solutions.hu/downloads/Star%20Seismic%20PowerCat%20test%201%20(TR-2003_04,%20Star%20Seismic%20Final%20Report).pdf
|
8 |
Korea Meteorological Administration, Past earthquake statistics, Retrieved from http://weather.go.kr/w/eqk-vol/archive/stat/trend.do
|