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  5. Earthquake shaking scenarios for the Metropolitan Area of Lisbon
 
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Earthquake shaking scenarios for the Metropolitan Area of Lisbon

Author(s)
Carvalho, A.  
National Laboratory for Civil Engineering, Structural Engineering Department, Lisbon, Portugal  
Zonno, G.  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia  
Franceschina, G.  
Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia  
Bilé Serra, J.  
National Laboratory for Civil Engineering, Geotechnics Department, Lisbon, Portugal  
Campos Costa, A.  
National Laboratory for Civil Engineering, Structural Engineering Department, Lisbon, Portugal  
Language
English
Obiettivo Specifico
4.1. Metodologie sismologiche per l'ingegneria sismica
Status
Published
JCR Journal
JCR Journal
Peer review journal
Yes
Journal
Soil Dynamics and Earthquake Engineering  
Issue/vol(year)
5/28 (2008)
Publisher
ELSEVIER
Pages (printed)
347-364
Date Issued
May 2008
DOI
10.1016/j.soildyn.2007.07.009
Last version
http://hdl.handle.net/2122/3196
URI
https://www.earth-prints.org/handle/2122/4294
Subjects
04. Solid Earth::04.06. Seismology::04.06.99. General or miscellaneous  
Subjects

Stochastic finite-fau...

Ground motion simulat...

Response spectra

Deterministic-stochas...

Non-stationary random...

Power spectral densit...

Local effects

Metropolitan area of ...

Abstract
In this study, we simulate and compare ground motion shaking in the city of Lisbon and surrounding counties (metropolitan area of Lisbon (MAL)), using two possible earthquake models: the onshore source area of Lower Tagus Valley, M5.7 and M4.7 and the offshore source area, Marques de Pombal Fault, M7.6, one of the possible source of the 1755 Lisbon earthquake. The stochastic and a new hybrid stochastic-deterministic approach (DSM) are used in order to evaluate the ground shaking and to characterize its spatial variability. Results are presented in terms of response acceleration spectra (PSA) and peak ground acceleration (PGA) with respect to bedrock andsurface. Site effects are evaluated by means of equivalent stochastic non-linear one-dimensional ground responses analysis, performed for a set of stratified soil profile units properly designed to cope with the soil site conditions of MAL region. A sensitive study is carried out using different input parameters and different approaches in order to give the basic information to evaluate the range of uncertainty in seismic scenarios.
Type
article
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Carvalho-et-al-SDEE.pdf

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Format

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