Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Spectral acceleration at 0.3 second period that is estimated to occur at a location on the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Spectral acceleration at 1.0 second period that is estimated to occur at a location on the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Peak ground velocity (pgv) is the maximum ground velocity that is estimated to occur at a location on the soil surface for a simulated earthquake. Data in cm/sec.</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Peak ground acceleration (pga) is the maximum ground acceleration that is estimated to occur at a location on the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (ground failure) estimates due to earthquake-induced landslides are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Probability of Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Permanent ground deformation (lateral spread) estimates due to liquefaction are based on the methods outlined in the Hazus Earthquake Technical Manual (FEMA, 2011)</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Spectral acceleration at 0.3 second period that is estimated to occur at a location on the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>spectral acceleration at 1.0 second that is estimated to occur at a location at the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Peak ground velocity (pgv) is the maximum ground velocity that is estimated to occur at a location on the soil surface for a simulated earthquake. Data in cm/sec.</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.
Description: <DIV STYLE="text-align:Left;"><DIV><P><SPAN>Peak ground acceleration (pga) is the maximum ground acceleration that is estimated to occur at a location on the soil surface for a simulated earthquake. It is quantified as a proportion of standard acceleration due to gravity (or g).</SPAN></P></DIV></DIV>
Copyright Text: This work was funded on behalf of Regional Disaster Preparedness Organization with an Urban Area Security Initiative grant for the Portland Metropolitan Region.