caa a22 4500 445847093 CHVBK 20180317145402.0 cr unu---uuuuu 170323e20110801xx s 000 0 eng 10.1007/s10518-010-9234-2 doi (NATIONALLICENCE)springer-10.1007/s10518-010-9234-2 Real-time mapping of earthquake-induced landslides [Elektronische Daten] [Amir Kaynia, Elin Skurtveit, Gokhan Saygili] Rigid sliding block analysis is a common analytical procedure used to predict the potential for earthquake-induced landslides for natural slopes. Currently, predictive models provide the expected level of displacement as a function of the characteristics of the slope (e.g., geometry, strength, yield acceleration) and the characteristics of earthquake shaking (e.g., peak ground acceleration, peak ground velocity). These predictive models are used for developing seismic landslide hazard maps which identify zones with risk of earthquake-induced landslides. Alternatively, these models can be combined with Shakemaps to generate "near-real-time” Slidemaps which could be used, among others, as a tool in disaster management. Shakemaps (a publicly available free service of the United States Geological Survey, USGS) provide near-real-time ground motion conditions during the time of an earthquake event. The ground motion parameters provided by a Shakemap are very useful for the development of Slidemaps. By providing ground motion parameters from an actual earthquake event, Shakemaps also serve as a tool to decouple the uncertainty of the ground motion in sliding displacements prediction. Campania region in Italy is studied for assessing the applicability of using Shakemaps for regional landslide-risk assessment. This region is selected based on the availability of soil shear strength parameters and the proximity to the 1980 Irpina (M w =6.9) Earthquake. Springer Science+Business Media B.V., 2010 Slidemaps nationallicence Sliding block analysis nationallicence Earthquakes nationallicence Shakemaps nationallicence Natural slopes nationallicence Italy nationallicence Kaynia Amir Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut Skurtveit Elin Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut Saygili Gokhan Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut Bulletin of Earthquake Engineering Springer Netherlands 9/4(2011-08-01), 955-973 1570-761X 9:4<955 2011 9 10518 https://doi.org/10.1007/s10518-010-9234-2 text/html Onlinezugriff via DOI 1 research-article jats NATIONALLICENCE 856 40 https://doi.org/10.1007/s10518-010-9234-2 text/html Onlinezugriff via DOI NATIONALLICENCE 700 1- Kaynia Amir Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut NATIONALLICENCE 700 1- Skurtveit Elin Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut NATIONALLICENCE 700 1- Saygili Gokhan Norwegian Geotechnical Institute (NGI), Ullevål Stadion, P.O. Box 3930, 0806, Oslo, Norway aut NATIONALLICENCE 773 0- Bulletin of Earthquake Engineering Springer Netherlands 9/4(2011-08-01), 955-973 1570-761X 9:4<955 2011 9 10518 Metadata rights reserved Springer special CC-BY-NC licence nationallicence BK010053 XK010053 XK010000 NATIONALLICENCE NATIONALLICENCE NL-springer