1 |
Architectural Institute of Korea. Korean Building Code and Commentary. Architectural Institute of Korea;c2009
|
2 |
American Institute of Steel Construction: Seismic provisions for structural steel buildings. ANSI/AISC 341-10, Chicago, IL;c2010.
|
3 |
Lee K, and Foutch DA. Performance prediction and evaluation of steel special moment frames for seismic loads. SAC Background Document SAC/BD-00/25, SAC Joint Venture, Richmond, Calif;c2000.
|
4 |
Yun SY, Hamburger RO, Cornell CA, Foutch DA. Seismic performance evaluation for steel moment frames. Journal of Structural Engineering. 2002;128(4):534-545.
DOI
ScienceOn
|
5 |
Khandelwal K, El-Tawil S. Collapse behavior of steel special moment resisting frame connections. Journal of Structural Engineering. 2007;133(5):646-655.
DOI
ScienceOn
|
6 |
American Institute of Steel Construction: Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications, ANSI/AISC 358-10, Chicago, IL;c2010.
|
7 |
Le-Trung K, Lee K, Lee J, Lee DH. Evaluation of seismic behaviour of steel special moment frame buildings with vertical irregularities. Structural Design of Tall and Special Buildings. 2012;21(3):215-232.
DOI
|
8 |
FEMA: Quantification of Building Seismic Performance Factors. FEMA P695 , SAC Joint Venture and FEMA, Washington, DC;c2009.
|
9 |
ASCE: Minimum design loads for buildings and other structures. (ASCE/SEI 7-05) American Society of Civil Engineers (ASCE), Reston, VA.;c2005.
|
10 |
Han SW, Chopra AK. Approximate incremental dynamic analysis using the modal pushover analysis procedure. Earthquake Engineering & Structural Dynamics. 2006;35:1853-1873.
DOI
ScienceOn
|
11 |
Vamvatsikos D, Cornell CA. Seismic performance, capacity and reliability of structures as seen through incremental dynamic analysis, John A. Blume Earthquake Engineering Center Rep. No. 151, Stanford University, CA;c2002.
|
12 |
Gupta A, Krawinkler H. Seismic demands for performance evaluation of steel moment resisting frame structures. (SAC Task 5.4.3) John A. Blume Earthquake Engineering Research Center, Rep. No. 132, Dept. Civil Engrg., Stanford University;c1999.
|
13 |
Foutch DA. State-of-the-art report on performance prediction and evaluation of moment-resisting steel frame structures. Report No. FEMA-355f, Federal Emergency Management Agency, Washington, DC.;c2000.
|
14 |
Herrera RA, Ricles JM, Sause R. Seismic performance evaluation of a large-scale composite MRF using pseudodynamic testing. Journal of Structural Engineering. 2008;134(2):279-288.
DOI
|
15 |
Chopra AK, Goel RK. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics. 2002;31(3):561-582.
DOI
ScienceOn
|
16 |
ASCE: Minimum design loads for buildings and other structures. (ASCE/SEI 7-10) American Society of Civil Engineers (ASCE), Reston, VA.;c2010.
|