Non-Structural Risk Evaluation: Experiences From Pilot Areas Of The Knowrisk Project

This paper presents a multidisciplinary approach to quantify seismic hazard and ground motion intensity parameters for non-structural seismic risk evaluation. In the framework of the European KnowRISK Project, three pilot areas were selected for testing different methodological approaches aimed at e...

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Bibliographic Details
Published in:Bulletin of Earthquake Engineering
Main Authors: Azzaro, Raffaele, D'Amico, Salvatore, Langer, Horst, Meroni, Fabrizio, Squarcina, Thea, Tusa, Giuseppina, Tuvè, Tiziana, Rupakhety, Rajesh, Olafsson, Simon, Bessason, Bjarni, Oliveira, Carlos Sousa, Ferreira, Monica Amaral, Mota de Sà, Francisco, Lopes, Mário
Other Authors: Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione OE, Catania, Italia, Istituto Nazionale di Geofisica e Vulcanologia (INGV), Sezione Milano, Milano, Italia, Earthquake Engineering Research Centre, Selfoss, Iceland, Instituto Superior Técnico, Dept of Civil Engineering, Architecture and Georesources, CEris, Lisbon, Portugal
Format: Conference Object
Language:English
Published: The European Association for Earthquake Engineering 2018
Subjects:
Online Access:http://hdl.handle.net/2122/12034
Description
Summary:This paper presents a multidisciplinary approach to quantify seismic hazard and ground motion intensity parameters for non-structural seismic risk evaluation. In the framework of the European KnowRISK Project, three pilot areas were selected for testing different methodological approaches aimed at evaluating elements and measures to reduce seismic risk coming along with the failure of non-structural elements. At Mt. Etna, Italy, instrumental and historical macroseismic data are used to generate ground motion time series for different scenario events. Risk maps for non-structural damage are generated by using building vulnerability from census data and a damage model based on fragility curves; interstory drift spectra have been also calculated for a representative test site. In South Iceland, scenarios are defined basing on the June 2000 seismic sequence, which provided strong-motion data at several locations. The recorded data and other parameters of the source are used to perform finite-fault simulations of ground motion at different locations in the area and then to calculate interstory drift spectra. In Portugal a scenario referring to the Lower Tagus Valley was selected and finite-fault simulations for the nearby city of Lisbon were performed. Published Thessaloniki, Greece 5T. Sismologia, geofisica e geologia per l'ingegneria sismica