Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
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Poster Abstracts | Group 1 – ShakeOut<br />
90 | Southern California Earthquake Center<br />
ShakeOut<br />
1-037<br />
DELIVERING THE SHAKEOUT SCENARIO TO GOLDEN GUARDIAN Perry SC, and<br />
Holbrook CC<br />
The ShakeOut Scenario earthquake study was developed to meet the needs of end users,<br />
particularly emergency management at Federal, State, and local levels, and the customization has<br />
continued after initial publication. The Scenario was released in May, 2008, to a key planning<br />
conference for November’s Golden Guardian Exercise series. According to long-standing<br />
observers, this year’s Golden Guardian event is the biggest and most ambitious of their experience.<br />
The scientific foundation has attracted a large number of participants and there are already<br />
requests to continue using the Scenario in 2009 exercises. Successful exercises cover a limited range<br />
of capabilities, in order to test performance in measurable ways, and to train staff without<br />
overwhelming them. Any one exercise would fail if it attempted to capture all of the complexity of<br />
impacts from a magnitude 7.8 earthquake. Instead, exercise planners have used the Scenario like a<br />
magnifying glass to identify risk and capabilities most critical to their own jurisdictions.<br />
Presentations by project scientists and a 16-page narrative provided an initial overview of the<br />
Scenario. However, many planners were daunted in attempts to extract details from the project’s<br />
300-page report, 12 supplemental studies, and 10 appendices, or in attempts to cast the reality into<br />
straightforward “events” to drive successful exercises. Thus we developed an evolving collection<br />
of documents that included an overview of how the earthquake would affect a specific jurisdiction<br />
such as a county or military base; a distillation of Scenario damages and consequences pertinent to<br />
that jurisdiction; and bullet lists of capabilities and situations to consider when planning exercises<br />
under this Scenario. Moreover, some planners needed realistic extrapolations beyond posited<br />
damages; others sought reality checks to uphold the science; yet others needed results in additional<br />
formats. Through all this, it was essential to maintain flexibility, allowing planners to adjust<br />
findings where appropriate (e.g., locations of smaller hazmat incidents), while indicating which<br />
aspects of the Scenario could not be tweaked (e.g., the physics of aftershock simulations). Thus we<br />
fielded questions, consulted in and out of meetings, and created a planners-only web site. The<br />
results of these efforts have been exercises that use a richer, more detailed set of scientific findings;<br />
and for future scenarios, an improved understanding of user needs.<br />
1-038<br />
HOPE FOR THE BEST, PREPARE FOR THE WORST: RESPONSE OF TALL STEEL<br />
BUILDINGS TO THE M7.8 SHAKEOUT SCENARIO EARTHQUAKE Muto M, and<br />
Krishnan S<br />
Currently, there is a significant campaign being undertaken in southern California to increase<br />
public awareness and readiness for the next large earthquake along the San Andreas Fault,<br />
culminating in a large-scale earthquake response exercise. The USGS ShakeOut scenario is a key<br />
element to understanding the likely effects of such an event. A source model for a M7.8 scenario<br />
earthquake has been created (Hudnut et al. 2007), and used in conjunction with a velocity model<br />
for southern California to generate simulated ground motions for the event throughout the region<br />
(Graves et al. 2008). We were charged by the USGS to provide one plausible realization of the<br />
effects of the scenario event on tall steel moment-frame buildings. We have used the simulated<br />
ground motions with three-dimensional non-linear finite element models of three buildings (in two<br />
orthogonal orientations and two different connection fragility conditions, for a total of twelve<br />
cases) in the 20-story class to simulate structural responses at 784 analysis sites spaced at<br />
approximately 4 km throughout the San Fernando Valley, the San Gabriel Valley and the Los<br />
Angeles Basin. Based on the simulation results and available information on the number and