Fardis,M N.Classnotes for MEEES course of Seismic design of concrete buildings[R].Patras:University of Patras,2008.
[2]
CEN.European Standard EN1998-1:2004.Eurocode 8:Design of structures for earthquake resistance.Part1:Generalru les,seismic actions and rules for buildings[S].Brusells:Comite Europeen de Normalisation,2004.
[3]
CEN.European Standard EN 1998-2:2005.Eurocode 8:Design of structures for earthquake resistance.Part 2:Bridges[S].Brusells:Comite Europeende Normalisation,2005.
[4]
CEN.European Standard EN 1998-3:2005.Eurocode 8:Design of structures for earthquake resistance.Part 3:Assessment and retrofitting of buildings[S].Brusells:Comite Europeende Norma lisation,2005.
[5]
CEN.European Standard EN 1998-4:2006 Eurocode 8:Design of structures for earthquak e resistance.Part 4:Silos,tanks and pipelines[S].Brusells:Comite Europeende Normalisation,2006.
[6]
CEN.European Standard EN 1998-5:2004.Eurocode 8:Design of structures for earthquake resistance.Part 5:Foundations,retaining structures and geotechnical aspects[S].Brusells:Comite Europeende Norma lisation,2004.
[7]
CEN.European Standard EN1998-6:2005.Eurocode 8:Design of structures for earthquake resistance.Part 6:Towers,masts and chmineys[S].Bru sells:Comite Europeende Normalisation,2005.
[8]
G B 50011 2001 建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
[9]
Papazoglou A J,Elnashal A S.Analytical and fieldevidence of the damaging effects of vertical earthquake roundmotion[J].Journal of Earthquake Engineering and Structural Dynamics,1996,25(10):1109-1137.
[10]
Yang J,Sato T.Interpretation of seismic verticalamplification observed at an array site[J].Bulletin of the Seismology Society of America,2000,91(5):1358-1369.
[11]
Bouckovalas and Papadimitriou.Numerical evaluation of slope topography effects on seismic ground motion[J].Soil Dynamics and Earthquake Engineering,2005,25:547-558.
[12]
Kalkan E,Gulkan P.Empiricalattenuation equations for vertical ground motion in Turkey[J].Earthquake Spectra,2004,20(3):853-882.
