dc.contributor.author | Kanyilmaz, Alper | |
dc.contributor.author | Castiglioni, Carlo Andrea | |
dc.contributor.author | Georgi, Neratzia Julia | |
dc.date.accessioned | 2016-04-19T10:02:25Z | |
dc.date.available | 2016-04-19T10:02:25Z | |
dc.date.issued | 2016 | |
dc.identifier.uri | http://hdl.handle.net/11728/7506 | |
dc.description.abstract | Silos are industrial facilities used for storing a huge range of different materials. In
the last decades, many silos were damaged by natural events, among which the seismic events
are the most significant. Indeed many plants are located in territories in which seismic risk is
not negligible. Furthermore, most of these plants have been designed, and built before the
latest updates of the seismic design codes took place, and most of them are prone to earthquakes.
In this study, seismic behaviour of an existing industrial steel silo system in Italy has
been investigated, and a retrofit solution has been proposed making use of seismic isolation
technology. Incremental dynamic analysis method has been used in order to evaluate the
seismic performance of both the non-isolated and isolated cases. Structural and economic
benefits of the seismic isolation retrofitting solution has been quantified, and comparisons are
shown. The study has been realized thanks to EU-RFCS research fund for PROINDUSTRY
project [1]. | en_UK |
dc.language.iso | en | en_UK |
dc.relation.ispartofseries | VII European Congress on Computational Methods in Applied Sciences and Engineering; | |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/4.0/ | en_UK |
dc.subject | Silos | en_UK |
dc.subject | seismic retrofit | en_UK |
dc.subject | seismic isolation | en_UK |
dc.subject | curved surface sliders | en_UK |
dc.title | Seismic retrofit of industrial silos by means of base isolation devices | en_UK |
dc.type | Working Paper | en_UK |