Lucchini A,Monti G,Kunnath S.Seismic behavior of single-story asymmetric-plan buildings under uniaxial excitation[J].Earthquake Engineering ＆ Structural Dynamics,2009,38(9):1053-1070.
[3]
De Stefano M,Pintucchi B.A review of research on seismic behaviour of irregular building structures since 2002[J].Bulletin of Earthquake Engineering,2008,6(2):285-308.
[4]
Perus L,Fajfar P.On the inelastic torsional response of single-storey structures under bi-axial excitation[J].Earthquake Engineering ＆ Structural Dynamics,2005,34(8):931-941.
[5]
Goel R K,Chopra A K.Inelastic seismic response of one-storey,asymmetric-plan systems:Effects of system parameters and yielding[J].Earthquake Engineering ＆ Structural Dynamics,1991,20(3):201-222.
[6]
Ryan K L,Chopra A K.Estimation of seismic demands on isolators based on nonlinear analysis[J].Journal of Structural Engineering,2004,130(3):392-402.
[7]
Ryan K L,Chopra A K Estimating the seismic displacement of friction pendulum isolators based on non-linear response history analysis[J].Earthquake Engineering ＆ Structural Dynamics,2004,33(3):359-373.
[8]
Marusic D,Fajfar P.On the inelastic seismic response of asymmetric buildings under bi-axial excitation[J].Earthquake Engineering ＆ Structural Dynamics,2005,34(8):943-963.
[9]
Dutta S C.Effect of strength deterioration on inelastic seismic torsional behaviour of asymmetric RC buildings[J].Building and Environment,2001,36(10):1109-1118.
[10]
Syamal P K,Pekau O A.Dynamic response of bilinear asymmetric structures[J].Earthquake Engineering＆Structural Dynamics,1985,13(4):527-541.
[11]
Goel R K,Chopra A K.Inelastic seismic response of one-story,asymmetric-plan systems-Effects of stiffness and strength distribution[J].Earthquake Engineering ＆ Structural Dynamics,1990,19(7):949-970.
[12]
Ozaki M,Azuhata T,Takahashi T,et al.Inelastic deformation of one-story asymmetric-plan systems subjected to srong earthquake ground motions[J].Earthquake Spectra,1994,10(4):777-790.
[13]
de la Llera J C,Chopra A K.Understanding the inelastic seismic behaviour of asymmetric-plan buildings[J].Earthquake Engineering ＆ Structural Dynamics,1995,24(4):549-572.
[14]
Koliopulos P K,Chandler A M.Stochastic linearization of inelastic seismic torsional response-formulation and case studies[J].EngineeringStructures,1995,17(7):494-504.
Goda K,Hong H P,Lee C S.Probabilistic characteristics of seismic ductility demand of SDOF systems with Bouc-Wen hysteretic behavior[J].Journal of Earthquake Engineering,2009,13(5):600-622.
[18]
Wen Y K,Eliopoulos D.Method for nonstationary random vibration of inelastic structures[J].Probabilistic Engineering Mechanics,1994,9(1-2):115-123.
[19]
Myslimaj B,Tso W K.Desirable strength distribution for asymmetric structures with strength-stiffness dependent elements[J].Journal of Earthquake Engineering,2004,8(2):231-248.
[20]
Tso W K,Myslimaj B.A yield displacement distribution-based approach for strength assignment to lateral force-resisting elements having strength dependent stiffness[J].Earthquake Engineering＆Structural Dynamics,2003,32(15):2319-2351.
[21]
Riddell R,Santa-Maria H.Inelastic response of one-storey asymmetric plan systems subjected to bidirectional earthquake motions[J].Earthquake Engineering＆Structural Dynamics,1999,28(3):273-285.
[22]
Lee C S,Hong H P.Statistics of inelastic responses of hysteretic systems under bidirectional seismic excitations[J].Engineering Structures,2010,32(8):2074-2086.
[23]
Ajavakom N,Ng C H,Ma F.Performance of nonlinear degrading structures:Identification,validation,and prediction[J].Computers ＆ Structures,2008,86(7-8):652-662.
[24]
Shampine L F,Reichelt M W.The MATLAB ODE suite[J].SIAM Journal of Scientific Computing,1997,18(1):1-22.
[25]
Ryan K L,Chopra A K.Estimation of seismic demands on isolators in asymmetric buildings using non-linear analysis[J].Earthquake Engineering ＆ Structural Dynamics,2004,33(3):395-418.
