1 |
Architectural Institute of Korea, Korean Building Code 2009, c2009.
|
2 |
Architectural Institute of Korea, Korean Building Code 2005, c2005.
|
3 |
International Code Council, International Building Code 2003, c2003.
|
4 |
International Code Council, International Building Code 2000, c2000.
|
5 |
Kim DH, Lee YH, Chung KR. Recommendations and Comparison of KBC-S, UBC-97, IBC-2000, and IBC-2003. Journal of Korean Society of Steel Construction. 2005 Dec;17(4):31-37.
|
6 |
Kim TW. Seismic Design of Low-rise Steel Moment Frames in Korea. Earthquake Engineering Society of Korea. 2011 Feb;15(1): 11-18.
과학기술학회마을
DOI
ScienceOn
|
7 |
Kim TW. Seismic Performance Evaluation of Steel Moment Frames in Korea Using Dynamic Analysis. Earthquake Engineering Society of Korea. 2012 Oct;16(4):1-8.
과학기술학회마을
DOI
ScienceOn
|
8 |
FEMA, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Buildings, FEMA 355F. c2000.
|
9 |
FEMA, Quantification of Building Seismic Performance Factors, FEMA P695. c2009.
|
10 |
Moon KH, Jeon YR, Lee CS, Han SW. Evaluation of Performance of Korean Existing School Buildings with Masonry Infilled Walls Against Earthquakes. Earthquake Engineering Society of Korea. 2012 Dec;16(6):37-46.
과학기술학회마을
DOI
ScienceOn
|
11 |
Han SW, Kang KB, Moon KH, Hwang SH. Seismic Performance Evaluation of Steel Moment Resisting Frame Systems According to an Improved Design Method of RBS-B Connections. Earthquake Engineering Society of Korea. 2010 Dec;14(6):75-84.
과학기술학회마을
DOI
ScienceOn
|
12 |
Lee JH, Kang HG, Lee MH, Kim JK. Seismic Performance Evaluation of Staggered Wall Structures Using FEMA P695. Earthquake Engineering Society of Korea. 2012 Jun;16(3):43-50.
과학기술학회마을
DOI
ScienceOn
|
13 |
Mazzoni S, McKenna F, Scott M, Fenves G. Open system for earth quake engineering simulation (OpenSees). User Command Language Manual, University of California, Berkeley: Pacific Earthquake Engineering Research Center; c2006.
|
14 |
Vamvatsikos D, Cornell C. Seismic Performance, Capacity and Reliability of Structures as seen through Incremental Dynamic Analysis, John A. Blume Earthquake Engineering Research Center Report No.151. c2005.
|
15 |
Lee CH, Park JW. Cyclic Seismic Testing of Full-Scale Column-Tree Type Steel Moment Connections. 1998 Dec;10(4):629-639.
과학기술학회마을
|
16 |
Gupta A, Krawinkler H. Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures, John A. Blume Earth quake Engineering Research Center Report No.132. c1999.
|
17 |
FEMA, Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356. c2000.
|