28.01.2013 Views

Annual Meeting - SCEC.org

Annual Meeting - SCEC.org

Annual Meeting - SCEC.org

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

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

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!