Download PDF by Paul Valéry: Amphion

Download PDF by Paul Valéry: Amphion

By Paul Valéry

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The magnitude of a characteristic earthquake on a given fault should be a best estimate of the maximum magnitude capable for that fault but not less than the largest magnitude that has occurred historically on the fault. • The maximum magnitude should be estimated considering all seismic geologic evidence for the fault, including fault length and paleoseismic observations. • For faults characterized as having more than a single segment, the potential for rupture of multiple segments in a single earthquake should be considered in assessing the characteristic maximum magnitude for the fault.

Planned and completed sites are shown in Figure 3-1. The primary function of these models is to provide NOAA Tsunami Warning Centers with real-time forecasts of coastal community inundation before and during an actual tsunami event. However, these site-specific inundation models can be applied to inundation modeling studies and the creation of inundation parameter databases, digital products, and maps specifically tailored to the design process. 3 The National Tsunami Hazard Mitigation Program: Credible Worst-Case Scenarios State mapping efforts performed as part of the National Tsunami Hazard Mitigation Program (NTHMP) are based on credible worst-case scenarios.

FEMA P646 2: Background 21 Figure 2-17 Damage to non-engineered concrete columns due to debris impact (Photos courtesy of M. Saatcioglu, A. Ghobarah and I. Nistor, CAEE, 2005). Figure 2-18 Damage to corner column due to debris damming (Photo courtesy of M. Saatcioglu, A. Ghobarah and I. Nistor, CAEE, 2005). 22 2: Background FEMA P646 Figure 2-19 Scour around shallow spread footing in Khao Lak area (Dalrymple and Kriebel, 2005). Figure 2-20: Uplift damage to precast concrete floor panels and harbor piers (Photo courtesy of M.

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Amphion by Paul Valéry


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