Parametric investigation of the stability of classical columns under harmonic and earthquake excitations

The seismic response of free‐standing classical columns is analysed numerically through implementation of the distinct element method. Typical sections of two ancient temples are modelled and studied parametrically, in order to identify the main factors affecting the stability and to improve our und...

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Veröffentlicht in:	Earthquake engineering & structural dynamics 2000-08, Vol.29 (8), p.1093-1109
Hauptverfasser:	Psycharis, I. N., Papastamatiou, D. Y., Alexandris, A. P.
Format:	Artikel
Sprache:	eng
Schlagworte:	ancient monuments distinct element method Earth sciences Earth, ocean, space earthquake response Earthquakes, seismology Engineering and environment geology. Geothermics Exact sciences and technology harmonic response Internal geophysics multi-drum columns Natural hazards: prediction, damages, etc
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