Loh C H,Wan S,Liao W I.Effects of hysteretic model on seismic demands:consideration of nea-rfault ground motions[J].The Structural Design of Tall Buildings,2002,11:155~169.
[2]
Malhotra PK.Response of buildings to nearfield pulse-like ground motions[J].Earthquake Engineering and Structural Dynamics 1999,28:1309~1326.
[3]
Liao W I,Loh C H,Wan S.Earthquake response of RC moment frames subjected to nearfault ground motions[J].The Structural Design of Tall Buildings,2001,10:219~229.
[4]
杨迪雄,李刚,程耿东.隔震结构的研究概况和主要问题[J].力学进展,2003,3:325~335.
[5]
Heaton T H,Hall JF,Wald D J,et al.Respon se of high-rise and base isolated buildings to ahypothetical MW 7.0 blind th rust earthquake[J].Science,1995,267,13:206~211.
[6]
Kelly JM.The role of damping in seismic isolation[J].Earthquake Engineering and Structural Dynamics,1999,28:3~20.
[7]
Jangid R S,Kelly J M.Baseisolation for nearfault motions[J].Earth quake Engineering and Structural Dynamics,2001,30(5):691~707.
Mavroeidis G P,Dong G,Papageorgiou A S.Near-fault ground motions,and the response of elastic and in elastic single-degree-of-freedom system[J].Earthquake Engineering and Structural Dynamics,2004,33:1023~1049.
[10]
Wang G Q,Zhou X Y,Zhang P Z,et al.Characteristics of am plitude and duration for near fault strong ground motion from the 1999 Chi-Chi,Tawian,earthquake[J].Soil Dynamics and Earthquake Engineering,2002,22:73~96.
[11]
Naemi F.Kelly J.M.Design of Seismic Isolated Structures:from Theory to Practice[M].John Wiley and Sons Inc.,1999.
[12]
Makris N,Chang S.Effect of viscous,viscoelastic and friction damping on the response of seismic isolated structures[J].Earthquake Engineering and Structural Dynamics,2000,29(1):88~107.
