Seismic Performance Evaluation of Steel Moment Frame Factory Building with Slender Braces |
Kim, Dong Yeon
(Chang Minwoo Structural Consultants)
Cho, Jae Chul (Chang Minwoo Structural Consultants) Hwang, Sunwoo (Chang Minwoo Structural Consultants) Kim, Taejin (Chang Minwoo Structural Consultants) Kim, Jong Ho (Chang Minwoo Structural Consultants) |
1 | NFA. Guidelines for Seismic Performance Evaluation of Building. National Fire Agency. c2012. |
2 | AIK. Korea Building Code, KBC 2009. Architectural Institute of Korea, Seoul, Korea, c2009. |
3 | JIN L. Performance Based Analysis and Modeling of Dual Seismic Force-Resisting System. World Conference on Earthquake Engineering. c2000. |
4 | Hwang SW. Seismic Performance Evaluation of Existing Buildings with Engineer-oriented Computerized System. Earthquake Engineering Society of Korea. c2017. |
5 | Kim JG. Seismic Performance Evaluation and Retrofit of Braced Steel Frames. Korea Foundation for the Advancement of Science & Creativity. c2005. |
6 | ASCE/SEI. Seismic Rehabilitation of Existing Buildings. American Society of Civil Enginerers. c2008. |
7 | ASCE. FEMA356 Prestandard and commentary for the Seismic Rehabilitation of Buildings. ASCE for the Federal Emergency Management Agency, Washington, D.C. c2000. |
8 | FEMA440. Improvement of Nonlinear Static Seismic Analysis Procedures. Washington, D.C.: Federal Emergency Management Agency. c2005. |
9 | KISTEC. Seismic Performance Evaluation Method for Existing Buildings, Korea Infrastructure Safety & Technology Corporation. c2013. |
10 | KEDI. Guidelines for Seismic Performance Evaluation and Retrofit of School Facilities. Korea Educational Development Institute. c2011. |