dc.contributor.author |
Spyrakos, CC |
en |
dc.contributor.author |
Koutromanos, IA |
en |
dc.contributor.author |
Maniatakis, ChA |
en |
dc.date.accessioned |
2014-03-01T01:31:51Z |
|
dc.date.available |
2014-03-01T01:31:51Z |
|
dc.date.issued |
2009 |
en |
dc.identifier.issn |
0267-7261 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/19956 |
|
dc.subject |
Base isolation |
en |
dc.subject |
Building structures |
en |
dc.subject |
Seismic response |
en |
dc.subject |
Soil-structure interaction |
en |
dc.subject.classification |
Engineering, Geological |
en |
dc.subject.classification |
Geosciences, Multidisciplinary |
en |
dc.subject.other |
Buildings |
en |
dc.subject.other |
Damping |
en |
dc.subject.other |
Earthquake effects |
en |
dc.subject.other |
Earthquakes |
en |
dc.subject.other |
Equations of motion |
en |
dc.subject.other |
Piles |
en |
dc.subject.other |
Seismic response |
en |
dc.subject.other |
Seismology |
en |
dc.subject.other |
Soil structure interactions |
en |
dc.subject.other |
Base isolation |
en |
dc.subject.other |
Base-isolated buildings |
en |
dc.subject.other |
Base-isolated structures |
en |
dc.subject.other |
Building structures |
en |
dc.subject.other |
Closed-form expressions |
en |
dc.subject.other |
Damping characteristics |
en |
dc.subject.other |
Damping constants |
en |
dc.subject.other |
Fixed-base systems |
en |
dc.subject.other |
Frequency domains |
en |
dc.subject.other |
Modal properties |
en |
dc.subject.other |
Parametric studies |
en |
dc.subject.other |
Preliminary designs |
en |
dc.subject.other |
Soil stiffness |
en |
dc.subject.other |
Soil-structure interaction |
en |
dc.subject.other |
Soils |
en |
dc.subject.other |
building |
en |
dc.subject.other |
damping |
en |
dc.subject.other |
frequency analysis |
en |
dc.subject.other |
ground motion |
en |
dc.subject.other |
seismic isolation |
en |
dc.subject.other |
seismic response |
en |
dc.subject.other |
soil-structure interaction |
en |
dc.title |
Seismic response of base-isolated buildings including soil-structure interaction |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1016/j.soildyn.2008.07.002 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1016/j.soildyn.2008.07.002 |
en |
heal.language |
English |
en |
heal.publicationDate |
2009 |
en |
heal.abstract |
This study investigates the effect of soil-structure interaction (SSI) on the response of base-isolated buildings. The equations of motion are formulated in the frequency domain, assuming frequency-independent soil stiffness and damping constants. An equivalent fixed-base system is developed that accounts for soil compliance and damping characteristics of the base-isolated building. Closed-form expressions are derived, followed by a thorough parametric study involving the pertinent system parameters. For preliminary design, the methodology can serve as a means to assess effective use of base isolation on building structures accounting for SSI This study concludes that the effects of SSI are more pronounced on the modal properties of the system, especially for the case of squat and stiff base-isolated structures. (c) 2008 Elsevier Ltd. All rights reserved. |
en |
heal.publisher |
ELSEVIER SCI LTD |
en |
heal.journalName |
Soil Dynamics and Earthquake Engineering |
en |
dc.identifier.doi |
10.1016/j.soildyn.2008.07.002 |
en |
dc.identifier.isi |
ISI:000263854000006 |
en |
dc.identifier.volume |
29 |
en |
dc.identifier.issue |
4 |
en |
dc.identifier.spage |
658 |
en |
dc.identifier.epage |
668 |
en |