Models Of Ancient Columns And Colonnades Subjected To Horizontal Base Motions - Study Of Their Dynamic And Earthquake Behaviour
Price
Free (open access)
Transaction
Volume
29
Pages
10
Published
1997
Size
1,098 kb
Paper DOI
10.2495/STR970281
Copyright
WIT Press
Author(s)
G C. Manos & M. Demosthenous
Abstract
Models of Ancient Columns and Colonnades Subjected to Horizontal Base Motions - Study of their Dynamic and Earthquake Behaviour G C. Manos, M. Demosthenous Czw/. [/mvcrwfy, 1. Introduction Ancient Greek and Roman structures composed of large heavy members that simply lie on top of each other in a perfect- fit construction without the use of connecting mortar, are distinctly different from relatively flexible contemporary structures. The colonnade (including free standing monolithic columns or columns with drums) is the typical structural form of ancient Greek or Roman temples. The columns are connected at the top with the epistyle (entablature), also composed of monolithic orthogonal blocks, spanning the distance between two columns (figure 1). Figure 1 Typical ancient colonnades The seismic response mechanisms that develop on this solid block structural system during strong ground motions can include sliding and rocking, thus dis
Keywords