dc.contributor.author |
Tsompanakis, Y |
en |
dc.contributor.author |
Psarropoulos, PN |
en |
dc.contributor.author |
Drosos, V |
en |
dc.date.accessioned |
2014-03-01T02:53:20Z |
|
dc.date.available |
2014-03-01T02:53:20Z |
|
dc.date.issued |
2011 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/36249 |
|
dc.relation.uri |
http://www.scopus.com/inward/record.url?eid=2-s2.0-84858396794&partnerID=40&md5=e650bc420c8a6b32c91506dbd1aa7e53 |
en |
dc.subject |
Earthquake mitigation |
en |
dc.subject |
Elastic foundation |
en |
dc.subject |
Finite element analyses |
en |
dc.subject |
Recycled tires |
en |
dc.subject |
Seismic base isolation |
en |
dc.subject.other |
Earthquake hazard |
en |
dc.subject.other |
Efficient buildings |
en |
dc.subject.other |
Elastic foundation |
en |
dc.subject.other |
Finite element dynamic analysis |
en |
dc.subject.other |
Friction Pendulum |
en |
dc.subject.other |
Lead rubber bearing |
en |
dc.subject.other |
Numerical and experimental study |
en |
dc.subject.other |
Parametric investigations |
en |
dc.subject.other |
Protection systems |
en |
dc.subject.other |
Seismic base isolation |
en |
dc.subject.other |
Seismic energy |
en |
dc.subject.other |
Computer aided engineering |
en |
dc.subject.other |
Costs |
en |
dc.subject.other |
Earthquakes |
en |
dc.subject.other |
Environmental engineering |
en |
dc.subject.other |
Finite element method |
en |
dc.subject.other |
Recycling |
en |
dc.subject.other |
Reinforced concrete |
en |
dc.subject.other |
Scrap metal reprocessing |
en |
dc.subject.other |
Cost benefit analysis |
en |
dc.title |
Low-cost seismic base isolation using recycled tire cushions |
en |
heal.type |
conferenceItem |
en |
heal.publicationDate |
2011 |
en |
heal.abstract |
Seismic base isolation, which is typically performed using friction pendulum and/or lead rubber bearings, is an efficient building and bridge protection system against earthquake hazard that achieves seismic energy mitigation by decoupling the structure from its foundation. Numerous numerical and experimental studies have been conducted on this topic over the last decades and many projects have been successfully functioning with such systems that, on the other hand, normally increase substantially the cost of the structure. This study aims at the development of low-cost seismic base isolation of reinforced concrete (RC) buildings using scrap automobile tires as an elastic foundation system capable of reducing seismic distress on the superstructure. For this purpose, a series of finite element dynamic analyses has been performed. The results of this detailed parametric investigation show that under certain circumstances the use of this low-cost isolation can improve the seismic response of the examined structure. © Civil-Comp Press, 2011. |
en |
heal.journalName |
Proceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing |
en |