Bray J D,Rodriguez-Marek A.Characterization of forward-directivity ground motions in the nea-rfault region[J].Soil Dynamics and Earthquake Engineering,2004,24(5):815-828.
Hall J F,Heaton T H,Halling M W,et al J.Nea-rsource groundmotion and itseffects on flexible buildings[J].Earthquake Spectra,1995,11(4):569-605.
[8]
Malhotra P K.Response of buildings to nea-rfield pulse-like ground motions[J].Earthquake Engineering and Structural Dynamics,1999,28(12):1309-1326.
[9]
Liao W I,Loh C H,Wan S.Earthquake response of RC moment frames subjected to near-fault ground motions[J].The Structural Design of Tall Buildings,2001,10(2):219-229.
[10]
Mavroeidis G P,Dong G,Papageorgiou A S.Near-fault ground motions,and the response of elastic and inelastics ingle-degree-of-freedom system[J].Earthquake Engineering and Structural Dynamics,2004,33(9):1023-1049.
[11]
Akkar S,Yazgan U,Gulkan P.Driftest imates inframe building subjected to near-fault motions[J].ASCE Journal of Structural Engineering,2005,131(7):1014-1024.
