Three Dimensional Modeling of a Multiblock Roman Column Under Harmonic Excitations

[1]  M. Tabbara,et al.  Experimental, Numerical, and Theoretical Investigation of the Rocking Response of Baalbek Columns under Harmonic Excitations , 2019, Journal of Earthquake Engineering.

[2]  A. Sextos,et al.  Efficiency of alternative intensity measures for the seismic assessment of monolithic free-standing columns , 2017, Bulletin of Earthquake Engineering.

[3]  Ioannis Anastasopoulos,et al.  Shaking table testing of multidrum columns and portals , 2014 .

[4]  I. Psycharis,et al.  Seismic reliability assessment of classical columns subjected to near‐fault ground motions , 2013, 1312.4484.

[5]  Giorgio Zavarise,et al.  Numerical study on the dynamic behavior of masonry columns and arches on buttresses with the discrete element method , 2011 .

[6]  Ioannis N. Psycharis,et al.  Dynamic response of reinforced masonry columns in classical monuments , 2011 .

[7]  M. Sintubin Archaeoseismology: Past, present and future , 2011 .

[8]  Ioannis N. Psycharis,et al.  Earthquake Stability of Columns and Statues , 2011 .

[9]  Klaus-G. Hinzen,et al.  Simulation of Toppling Columns in Archaeoseismology , 2009 .

[10]  P. Polycarpou,et al.  Simulation of the response of ancient columns under harmonic and earthquake excitations , 2008 .

[11]  F. Galadini,et al.  Archaeoseismology: Methodological issues and procedure , 2006 .

[12]  Ioannis N. Psycharis,et al.  Experimental investigation of the earthquake response of a model of a marble classical column , 2002 .

[13]  J. Lemos,et al.  Numerical prediction of the earthquake response of classical columns using the distinct element method , 2002 .

[14]  I. Anastasopoulos,et al.  Experimental investigation of the seismic response of classical temple columns , 2014, Bulletin of Earthquake Engineering.

[15]  N. N. Lewis Baalbek Before and After the Earthquake of 1759: the Drawings of James Bruce , 1999 .