4Peter Fajfar,Tomaz Vidic.Consistent inelastic design spectra.:hysteretic and input energy[J].Earthquake Engineering and Structural Dynamics,1994,23:523~537.
5Federal Emergency Management Agency.Guidelinesand Commentary for the Seismic Rehabilitation of Buildings[S].FEMA 273-274,1998:
6Lieping Ye,Shunsuke Otani.Maximum seismic displacement ofinelastic systems based on energy concept[J].Earthquake Engineering and Structural Dynamics,1999,28:1483~1499.
7Peter Fajfar.Capacity spectrum method based on inelastic demand spectra[J].Earthquake Engineering and Structural Dynamics,1999,28:979~993.
8Uang C,Bertero V V.Evaluation of seismic energy in structure[J].Earthquake Engineering and Structural Dynamics,1990,19:177~190.
9Gaetano Manfredi.Evaluation of seismic energy demand[J].Earthquake Engineering and Structural Dynamics,2001,30:485~499.