References
- ASCE/SEI (2010) Minimum design loads for buildings and other structures, ASCE/SEI 7-10, American Institite of Steel Construction, Reston.
- 이철호, 정종현, 김성용(2015) RBS 약축 용접모멘트접합부의 내진성능 평가, 한국강구조학회논문집, 한국강구조학회, 제27권, 제6호, pp.513-523. Lee, C.H., Jung, J.H., and Kim, S.Y.(2015) Cyclic Seismic Performance of RBS Weak-Axis Welded Moment Connections, Journal of Korean Society of Steel Construction, KSSC, Vol.27, No.6, pp.513-523 (in Korean).
- 임우영, 우영찬(2017) 소규모 철골조 보-기둥 약축 모멘트 접합부의 내진성능, 한국강구조학회논문집, 한국강구조학회, 제29권, 제2호, pp.169-180. Lim, W.Y. and You, Y.C. (2017) Seismic Performance of Beam-to-column Weak-axis Moment Connection of Smallsize Steel Structure, Journal of Korean Society of Steel Constion, KSSC, Vol.29, No.2, pp.169-180 (in Korean).
- 허종환, 차영욱(2016) 지진동을 받는 3층 강재 프레임 구조물의 지진 거동, 한국강구조학회논문집, 한국강구조학회, 제28권, 제6호, pp.383-394. Hu, J.W. and Cha, Y.W. (2016) Seismic Behavior of 3-Story Steel Frame Structures Subjected to Ground Motions, Journal of Korean Society of Steel Constion, KSSC, Vol.28, No.6, pp.383-394 (in Korean).
- Chopra, A.K. and Goel, R.K. (1991) Evaluation of torsional provisions in seismic codes, Journal of Structural Engineering, Vol.117, No.12, pp.3762-3782. https://doi.org/10.1061/(ASCE)0733-9445(1991)117:12(3762)
- Tso, W.K. and Wong, C.M. (1993) An Evaluation of the New Zealand Code Torsional Provision, Bulletin of the New Zealand National Society for Earthquake Engineering, Vol.26, No.2, pp.194-207.
- Harasimowicz, A.P. and Goel, R.K. (1998) Seismic Code Analysis of Multi-storey Asymmetric Buildings, Earthquake Engineering and Structural Dynamics, Vol.27, No.2, pp.173-185. https://doi.org/10.1002/(SICI)1096-9845(199802)27:2<173::AID-EQE724>3.0.CO;2-W
- Humar, J.L. and Kumar, P. (1999) Effect of Orthogonal Inplane Structural Elements on Inelastic Torsional Response, Earthquake Engineering and Structural Dynamics, Vol. 28, No.10, pp.1071-1097. https://doi.org/10.1002/(SICI)1096-9845(199910)28:10<1071::AID-EQE855>3.0.CO;2-V
- Jeong, S.H. and ELnashai, A.S. (2005) Analytical Assessment of an Irregular RC Frame for Full-scale 3D Pseudo- dynamic Testing Part I: Analytical Model Verification, Journal of Earthquake Engineering, Vol.9, No.1, pp.95-128. https://doi.org/10.1080/13632460509350535
- Herrera, R.G. and Soberon, C.G. (2008) Influence of Plan Irregularity of Buildings, The 14th World Conference on Earthquake Engineering, Department of Civil and Environmental Engineering, Stanford University.
- Chandler, A.M. and Duan, X.N. (1997) Performance of Asymmetric Code-designed Buildings for Serviceability and Ultimate Limit States, Earthquake Engineering and Structural Dynamics, Vol.26, No.7, pp.717-735. https://doi.org/10.1002/(SICI)1096-9845(199707)26:7<717::AID-EQE672>3.0.CO;2-X
- Stathopoulos, K.G. and Anagnostopoulos, S.A. (2010) Accidental Desing Eccentricity: Is It Important for the inelastic Response of Buildings to Strong Earthquakes, Soil Dynamics and Earthquqke Engineering, Vol.30, No.9, pp. 782-797. https://doi.org/10.1016/j.soildyn.2009.12.018
- AISC/SEI (2010) Specification for Structural Steel Buildings, AISC/SEI 7-10, American Institite of Steel Construction, Chicago, Illinois university.
- Gupta, A. and Krawinkler, H. (1999) Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures (SAC Task 5.4.3), Rep. No.132, Blume Earthquake Engineering Research Center, Department of Civil Engineering, Stanford University.
- Ibarra, L.F. and Krawinkler, H. (2005) Global Collapese of Frame Structures Under Seismic Excitations, Rep. No.132, John A. Blume Earthquake Engineering Research Center, Department of Civil Engineering, Stanford University.
- Lignos, D., and Krawinkler, H. (2008) Sidesway collapse of deteriorating structural systems under seismic excitations, Phd dissertation, Department of Civil and Environmental Engineering, Stanford University.
- Mazzoni, S., Mckenna, F., Scott, M.H., and Fenves, G.L. (2006) OpenSees Command Language Manual, Pacific Earthquake Engineering Research (PEER) Center.
- FEMA (2000) Quantification of Building Seismic Perfornance Factors. FEMA P695, Washington, DC.