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Kinematic pile response to vertical P-wave seismic excitation

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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


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