dc.contributor.author |
Assimaki, D |
en |
dc.contributor.author |
Gazetas, G |
en |
dc.date.accessioned |
2014-03-01T01:21:26Z |
|
dc.date.available |
2014-03-01T01:21:26Z |
|
dc.date.issued |
2004 |
en |
dc.identifier.issn |
1363-2469 |
en |
dc.identifier.uri |
https://dspace.lib.ntua.gr/xmlui/handle/123456789/16234 |
|
dc.subject |
1999 Athens Earthquake |
en |
dc.subject |
2D wave propagation |
en |
dc.subject |
Amplification |
en |
dc.subject |
Site effects |
en |
dc.subject |
Stratigraphy |
en |
dc.subject |
Topography |
en |
dc.subject.classification |
Engineering, Geological |
en |
dc.subject.classification |
Geosciences, Multidisciplinary |
en |
dc.subject.other |
1999 Athens Earthquake |
en |
dc.subject.other |
2D Wave propagation |
en |
dc.subject.other |
Angle of Incidence |
en |
dc.subject.other |
Base excitation |
en |
dc.subject.other |
Central frequency |
en |
dc.subject.other |
Critical angles |
en |
dc.subject.other |
Fourier |
en |
dc.subject.other |
Frequency contents |
en |
dc.subject.other |
Heavy damage |
en |
dc.subject.other |
Input motions |
en |
dc.subject.other |
Layered soils |
en |
dc.subject.other |
Maximum values |
en |
dc.subject.other |
Parametric study |
en |
dc.subject.other |
Ricker wavelets |
en |
dc.subject.other |
Site effects |
en |
dc.subject.other |
Soil conditions |
en |
dc.subject.other |
Soil effects |
en |
dc.subject.other |
Spectral ratios |
en |
dc.subject.other |
Surface soil layers |
en |
dc.subject.other |
SV wave |
en |
dc.subject.other |
Topographic aggravation |
en |
dc.subject.other |
Topographic amplification |
en |
dc.subject.other |
Amplification |
en |
dc.subject.other |
Earthquakes |
en |
dc.subject.other |
Fluorine |
en |
dc.subject.other |
Seismic response |
en |
dc.subject.other |
Stratigraphy |
en |
dc.subject.other |
Surface topography |
en |
dc.subject.other |
Wave propagation |
en |
dc.subject.other |
Soils |
en |
dc.title |
Soil and topographic amplification on Canyon banks and the 1999 athens earthquake |
en |
heal.type |
journalArticle |
en |
heal.identifier.primary |
10.1142/S1363246904001250 |
en |
heal.identifier.secondary |
http://dx.doi.org/10.1142/S1363246904001250 |
en |
heal.language |
English |
en |
heal.publicationDate |
2004 |
en |
heal.abstract |
A time-damain parametric study for the seismic response of a region located on the eastern bank of the Kifisos river canyon is performed to evaluate the significance of topography and soil effects on the seismic response of slopes. This region experienced unexpectedly heavy damage during the 7 September 1999 Ma 5.9 earthquake. TW∼F dimensional fini te-element and spectral-element analyses are conducted using Ricker wavelets of various central frequencies as horizontal and vertical base excitation. The significance of a Layered soil profile and the frequency content of the input motion, the emergence of ""parasitic"" acceleration components, and the effect of the angle of incidence on the amplification of the incoming waves are all discussed in detail. It is shown that the presence of a surface soil layer significantly affects the amplification pattern. The secalled Topographic Aggravation Factor (defined as the 2D/lD Fourier spectral ratio) achieves its maximum value very near the crest, in function of the frequency content of the excitation. For the particular soil conditions and geometry analysed, vertically propagating SV waves incite at about the critical angle, resulting in the highest topographic &nplification. © Imperial College Press. |
en |
heal.publisher |
IMPERIAL COLLEGE PRESS |
en |
heal.journalName |
Journal of Earthquake Engineering |
en |
dc.identifier.doi |
10.1142/S1363246904001250 |
en |
dc.identifier.isi |
ISI:000188293200001 |
en |
dc.identifier.volume |
8 |
en |
dc.identifier.issue |
1 |
en |
dc.identifier.spage |
1 |
en |
dc.identifier.epage |
43 |
en |