An automatic procedure of relief usually carried out to evaluate the seismic vulnerability of masonry buildings has been improved and applied to structural aggregates built up, in many ages, in the Palace of Roman Emperor Diocletian, in Split (Croatia), between the forth century a.C. and the nineteenth century, which represent a extraordinary historical testimony of the town.

Analyses of structural reliability of the masonry constructions built on the Palace of Diocleziano in Split (Croatia)

GORI, ROBERTO
2001

Abstract

An automatic procedure of relief usually carried out to evaluate the seismic vulnerability of masonry buildings has been improved and applied to structural aggregates built up, in many ages, in the Palace of Roman Emperor Diocletian, in Split (Croatia), between the forth century a.C. and the nineteenth century, which represent a extraordinary historical testimony of the town.
2001
Studies in Ancient Structures
9754613044
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11577/1566882
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