Please use this identifier to cite or link to this item:
http://hdl.handle.net/2122/8582| DC Field | Value | Language |
|---|---|---|
| dc.contributor.authorall | Cauzzi, Carlo; Swiss Seismological Service (SED-ETHZ), Zürich, Switzerland | en |
| dc.contributor.authorall | Fäh, Donat; Swiss Seismological Service (SED-ETHZ), Zürich, Switzerland | en |
| dc.contributor.authorall | Pessina, Vera; Istituto Nazionale di Geofisica e Vulcanologia, Sezione Milano-Pavia, Milano, Italia | en |
| dc.contributor.authorall | Faccioli, Ezio; Department of Structural Engineering, Politecnico di Milano, Italy | en |
| dc.contributor.authorall | Smerzini, Chiara; Department of Structural Engineering, Politecnico di Milano, Italy | en |
| dc.date.accessioned | 2013-03-29T11:25:01Z | en |
| dc.date.available | 2013-03-29T11:25:01Z | en |
| dc.date.issued | 2012-09-24 | en |
| dc.identifier.uri | http://hdl.handle.net/2122/8582 | en |
| dc.description.abstract | With the aim of contributing to the refinement of the next generation of tools for seismic hazard analyses, we present here an attempt at including topographic amplification factors in GMPEs, thus broadening the traditional options for site effects. With a view to critically discuss and complement with new data the approach of Cauzzi et al. (2010) and Paolucci (2002), information from additional numerical models including crustal layering are taken into account. The indications obtained from the numerical simulations are cross-checked against and consolidated by analyses of the residuals of a selection of strong- and weak-motion observations on topographic reliefs in Italy and Switzerland (carefully selected via GIS) with respect to a set of largely used GMPEs. | en |
| dc.language.iso | English | en |
| dc.relation.ispartof | 15th World Conference on Earthquake Engineering | en |
| dc.subject | topography | en |
| dc.subject | GMPEs | en |
| dc.subject | building codes | en |
| dc.title | Topographic amplification from recorded earthquake data and numerical simulations | en |
| dc.type | Conference paper | en |
| dc.description.status | Published | en |
| dc.subject.INGV | 04. Solid Earth::04.06. Seismology::04.06.04. Ground motion | en |
| dc.description.ConferenceLocation | Lisbon, Portugal | en |
| dc.relation.references | Ameri G., Emolo A., Pacor F. and Gallovič, F. (2011). Ground-Motion Simulations for the 1980 M 6.9 Irpinia Earthquake (Southern Italy) and Scenario Events. Bull. Seism. Soc. Am. 101:3, 1136-1151. Bindi, D., Luzi, L., Massa, M. and Pacor, F. (2011). Horizontal and vertical ground motion prediction equations derived from the Italian Accelerometric Archive (ITACA). Bull. Earthq. Eng. 8:5, 1209-1230. Bindi, D., Luzi, L., Pacor, F. and Paolucci, R. (2012). Identification of accelerometric stations in ITACA with distinctive features in their seismic response. Bull. Earthq. Eng. 9:6, 1921-1939. Beauval, C., Tasan, H., Laurendau, A., Delavaud, E., Cotton, F., Guéguen, P. and Kuehn, N. (2012). On the testing of ground motion prediction equations against small magnitude data. Bull. Seism. Soc. Am., in press. Blevins, R.D. (1979). Formulas for natural frequency and mode shape, Van Nostrand Reinhold, New York. Cauzzi, C. and Faccioli, E. (2008). Broadband (0.05 to 20 s) prediction of displacement response spectra based on worldwide digital records. J. Seismol. 12: 453-475. Cauzzi , C., Faccioli, E., Stupazzini, M. and Villani, M. (2010). Including topographic amplification factors in GMPEs by means of 3D simulations of ground motions. 14th European Conference of Earthquake Engineering. Paper no. 1382. Comité Européen de Normalisation, CEN (2004). Eurocode 8: Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for buildings, Brussels. Cultrera G., Cirella A., Spagnuolo E., Herrero A., Tinti E. and Pacor, F. (2010). Variability of kinematic source parameters and its implication on the choice of the design scenario. Bull. Seism. Soc. Am. 100:3, 941-953. Delavaud, E., Cotton, F., Akkar, S., Scherbaum, F., et al. (2012). Toward a ground motion logic tree for probabilistic seismic hazard assessment in Europe. J. Seismol., in press. Faccioli, E., Maggio, F., Paolucci, R. and Quarteroni, A. (1997). 2D and 3D elastic wave propagation by a pseudo-spectral domain decomposition method. J. Seismol. 1, 237-251. Faccioli, E., Vanini, M. and Frassine, L. (2002) "Complex" site effects in earthquake ground motion, including topography. 12th European Conference on Earthquake Engineering. Paper no. 844. Massa, M., Lovati, S., D’Alema, E., Ferretti, G. and Bakavoli, M. (2010). An experimental approach for estimating seismic amplification effects at the top of a ridge, and the implication for ground-motion predictions: the case of Narni. Central Italy. Bull. Seism. Soc. Am. 100:6, 286-301. Norme Tecniche per le Costruzioni, NTC (2008). DM 140108, Ministero delle Infrastrutture, Gazzetta Ufficiale Roma. Paolucci, R. (2002). Amplification of earthquake ground motion by steep topographic irregularities. Earthq. Eng. Struct. Dyn. 31, 1831-1853. Stupazzini, M., Paolucci, R. and Igel, H. (2009). Near-Fault Earthquake Ground-Motion Simulation in the Grenoble Valley by a High-Performance Spectral Element Code. Bull. Seism. Soc. Am. 99, 286-301. | en |
| dc.description.obiettivoSpecifico | 4.1. Metodologie sismologiche per l'ingegneria sismica | en |
| dc.description.fulltext | open | en |
| dc.contributor.author | Cauzzi, Carlo | en |
| dc.contributor.author | Fäh, Donat | en |
| dc.contributor.author | Pessina, Vera | en |
| dc.contributor.author | Faccioli, Ezio | en |
| dc.contributor.author | Smerzini, Chiara | en |
| dc.contributor.department | Swiss Seismological Service (SED-ETHZ), Zürich, Switzerland | en |
| dc.contributor.department | Swiss Seismological Service (SED-ETHZ), Zürich, Switzerland | en |
| dc.contributor.department | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | en |
| dc.contributor.department | Department of Structural Engineering, Politecnico di Milano, Italy | en |
| dc.contributor.department | Department of Structural Engineering, Politecnico di Milano, Italy | en |
| item.openairetype | Conference paper | - |
| item.cerifentitytype | Publications | - |
| item.languageiso639-1 | en | - |
| item.grantfulltext | open | - |
| item.openairecristype | http://purl.org/coar/resource_type/c_18cf | - |
| item.fulltext | With Fulltext | - |
| crisitem.author.dept | Dept. of Structural Engineering, Politecnico di Milano | - |
| crisitem.author.dept | Swiss Seismological Service (SED-ETHZ), Zürich, Switzerland | - |
| crisitem.author.dept | Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia | - |
| crisitem.author.dept | Department of Structural Engineering, Politecnico di Milano, Italy | - |
| crisitem.author.dept | Department of Structural Engineering, Politecnico di Milano, Italy | - |
| crisitem.author.orcid | 0000-0002-3772-7030 | - |
| crisitem.author.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
| crisitem.classification.parent | 04. Solid Earth | - |
| crisitem.department.parentorg | Istituto Nazionale di Geofisica e Vulcanologia | - |
| Appears in Collections: | Conference materials | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| WCEE2012_2341_final.pdf | 2.24 MB | Adobe PDF | View/Open |
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