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Simulating earthquake scenarios using finite-fault model for The Metropolitan Area of Lisbon (MAL)

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dc.contributor.author Zonno , G. pt_BR
dc.contributor.author Carvalho, A. M. pt_BR
dc.contributor.author Franceschina, G. pt_BR
dc.contributor.author Campos Costa, A. pt_BR
dc.contributor.author Coelho, E. pt_BR
dc.contributor.author Cultrera, G. pt_BR
dc.contributor.author Pacor, F. pt_BR
dc.contributor.author Pessina, V. pt_BR
dc.contributor.author Cocco, M. pt_BR
dc.contributor.author Akinci, A. pt_BR
dc.date.accessioned 2016-10-17T16:22:05Z pt_BR
dc.date.accessioned 2017-04-13T10:16:14Z
dc.date.available 2016-10-17T16:22:05Z pt_BR
dc.date.available 2017-04-13T10:16:14Z
dc.date.issued 2005-11 pt_BR
dc.identifier.isbn 972-99945-0-1 pt_BR
dc.identifier.uri https://repositorio.lnec.pt/jspui/handle/123456789/1008676
dc.description.abstract In the framework of the ongoing European project “LESSLOSS – Risk Mitigation for Earthquakes and Landslides”, finite-fault seismological models are proposed to compute the earthquake scenarios for three urban areas – Istanbul (Turkey), Lisbon (Portugal) and Thessaloniki (Greece). For each case study, ground motion scenarios are developed for the most probable two events with different return periods, locations and magnitudes derived from historical and geological data. In this study, we simulate the accelerometric time series and response spectra for high frequency ground motion in the city of Lisbon and surrounding counties (Metropolitan Area of Lisbon), using two possible earthquake models: the inland source area of Lower Tagus Valley, M 5.7 (4.7) and a hypothesis of the offshore source area of the 1755 Lisbon, M 7.6. 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), Peak Ground Acceleration (PGA) and Peak Ground Velocity (PGV) respect to rock site. Then the site effects are evaluated by means of an equivalent stochastic non-linear one-dimensional ground response analysis of stratified soil profile units properly designed. A sensitive study is performed using different input parameters and different approaches in order to give the basic information to evaluate the range of uncertainty in seismic scenarios. pt_BR
dc.language.iso eng pt_BR
dc.publisher LNEC pt_BR
dc.rights openAccess pt_BR
dc.subject Seismic risk scenario pt_BR
dc.title Simulating earthquake scenarios using finite-fault model for The Metropolitan Area of Lisbon (MAL) pt_BR
dc.type conferenceObject pt_BR
dc.description.pages 164-171pp pt_BR
dc.identifier.local LNEC pt_BR
dc.description.sector DE/NESDE pt_BR
dc.description.magazine 250th Anniversary of the I755 Lisbon Earthquake: proceedings pt_BR
dc.identifier.conftitle International Conference 250th Anniversary of the I755 Lisbon Earthquake pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers NAO pt_BR
dc.contributor.arquivo SIM pt_BR


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