dc.contributor.author |
Mylonakis, G |
en |
dc.contributor.author |
Gazetas, G |
en |
dc.date.accessioned |
2014-03-01T01:18:00Z |
|
dc.date.available |
2014-03-01T01:18:00Z |
|
dc.date.issued |
2002 |
en |
dc.identifier.issn |
1090-0241 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/14753 |
|
dc.subject |
Excitation |
en |
dc.subject |
Kinematics |
en |
dc.subject |
Pile foundations |
en |
dc.subject |
Piles |
en |
dc.subject.classification |
Engineering, Geological |
en |
dc.subject.classification |
Geosciences, Multidisciplinary |
en |
dc.subject.other |
Harmonic analysis |
en |
dc.subject.other |
Piles |
en |
dc.subject.other |
Soils |
en |
dc.subject.other |
Strain |
en |
dc.subject.other |
P-wave seismic excitation |
en |
dc.subject.other |
Kinematics |
en |
dc.subject.other |
kinematics |
en |
dc.subject.other |
P-wave |
en |
dc.subject.other |
pile response |
en |
dc.subject.other |
seismic response |
en |
dc.title |
Kinematic pile response to vertical P-wave seismic excitation |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1061/(ASCE)1090-0241(2002)128:10(860) |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1061/(ASCE)1090-0241(2002)128:10(860) |
en |
heal.language |
English |
en |
heal.publicationDate |
2002 |
en |
heal.abstract |
An analytical solution based on a rod-on-dynamic-Winkler-foundation model is developed for the response of piles in a soil layer subjected to vertical seismic excitation consisting of harmonic compressional waves. Closed-form solutions are derived for: (1) the motion of the pile head; (2) the peak normal strain in the pile, and (3) the group effect between neighboring piles. The solutions are expressed in terms of a dimensionless kinematic response factor I-epsilon relating pile-head motion and free-field soil surface motion, a dimensionless strain transmissibility factor I-nu, relating pile and soil peak normal strains, and a pile-to-pile interaction factor a measuring group effects. It is shown that a pile foundation may significantly reduce the vertical seismic excitation transmitted to the base of a structure. |
en |
heal.publisher |
ASCE-AMER SOC CIVIL ENGINEERS |
en |
heal.journalName |
Journal of Geotechnical and Geoenvironmental Engineering |
en |
dc.identifier.doi |
10.1061/(ASCE)1090-0241(2002)128:10(860) |
en |
dc.identifier.isi |
ISI:000178230800006 |
en |
dc.identifier.volume |
128 |
en |
dc.identifier.issue |
10 |
en |
dc.identifier.spage |
860 |
en |
dc.identifier.epage |
867 |
en |