Earth-prints repository, logo   DSpace

About DSpace Software
|earth-prints home page | roma library | bologna library | catania library | milano library | napoli library | palermo library
Please use this identifier to cite or link to this item:

Authors: Faccioli, E.*
Paolucci, R.*
Pessina, V.*
Title: Engineering assessment of seismic hazard and long period ground motions at the Bolu Viaduct Site following the November 1999 earthquake
Title of journal: Journal of Seismology
Series/Report no.: 3/6 (2002)
Publisher: Springer Science+Business Media B.V.
Issue Date: 2002
Keywords: 1999 Turkey earthquakes
bridge retrofitting
characteristic earthquake
displacement response spectrum
long period ground motion
source directivity
seismic hazard
Abstract: The Mw 7.1 earthquake of November 12, 1999 severely damaged a 2.5 km long viaduct on a stretch under construction of the Istanbul-Ankara motorway, 18 km W of Bolu. The fault rupture crossed the viaduct with an observed offset close to 1.5 m; the viaduct deck suffered large permanent displacements but did not collapse. Seismic hazard at the site appears to be governed by characteristic earthquakes occurring every few hundred years both on the Düzce fault and on the main stretch of North Anatolian fault (NAF). Smaller active faults near the site also contribute to the hazard. We investigate how a reliable design response spectrum of displacement can be constructed for the viaduct site using both probabilistic and deterministic tools. After checking the applicability of known attenuation relations against recorded data, we illustrate a hazard analysis that incorporates a characteristic earthquake model for the relevant faults, and accounts for statistical directivity effects on the Düzce fault. Constantrisk response spectra up to 3 s are thus obtained for different return periods. Synthetic motions at the site are generated next, using a known source model, in order to explore the features of the displacement response spectrum at vibration periods in the range between 1s and 6 s, in which the dominant response of the viaduct deck, uncoupled from the piers, occurs. A discussion of results follows.
Appears in Collections:04.06.11. Seismic risk
Papers Published / Papers in press

Files in This Item:

File Description SizeFormatVisibility
jose2002.pdforiginal paper674.28 kBAdobe PDFonly authorized users View/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

Share this record




Stumble it!



Valid XHTML 1.0! ICT Support, development & maintenance are provided by CINECA. Powered on DSpace Software. CINECA