Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
Annual Meeting - SCEC.org
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Abstracts | Plenary Presentations<br />
earthquake processes and impacts might yield a greater ability to prepare for such an event and<br />
mitigate its negative effects. Questions with potentially 1st-order impacts on scenario impacts<br />
include: more detailed knowledge of the relative activity and geometry of various traces of the<br />
Southern San Andreas fault system; continued advances to a the community velocity model; a<br />
regional, detailed liquefaction model; various enhancements to our model of fire following<br />
earthquake; detailed knowledge of the building stock and the likely behavior of the older concrete,<br />
steel, and woodframe buildings that contribute so heavily to life-safety risk; a public loss model<br />
that employs dynamic structural analysis and other concepts of modern performance-based<br />
earthquake engineering; an up-to-date, dynamic model of seismic lifeline damage and interaction;<br />
a mechanistic model of human injuries in earthquake-damaged buildings; and a mechanistic model<br />
of cost increases in catastrophic earthquakes.<br />
MONDAY, SEPTEMBER 8, 2008 – 09:30<br />
USING THE SHAKEOUT SCENARIO: A PRACTITIONER'S PERSPECTIVE<br />
Tognazzini RA<br />
The purpose of this presentation is to describe how the Los Angeles City Department of Water and<br />
Power (LADWP) used the ShakeOut Scenario over the first six months of this year, culminating in<br />
a full-scale exercise on July 16 and 17, 2008. The presentation will cover the motivation behind the<br />
adoption of the ShakeOut Scenario, the opportunities that it offered, the training that resulted in<br />
the full-scale exercise, and the results that were realized in the Nation’s largest municipally owned<br />
utility. The presentation will also provide information that indicates LADWP’s need to improve its<br />
infrastructure, emergency management procedures, and emergency response resources to prevent<br />
the ShakeOut Scenario from being a catastrophic event for the City of Los Angeles.<br />
Scenario motivations included products from <strong>SCEC</strong> and its affiliates, mandates from regulatory<br />
agencies, a recent major disaster, and several minor emergencies. The opportunity to use an<br />
earthquake scenario that exercised all elements of the new emergency response procedures came<br />
from the mandatory development of new emergency response plans in 2007, and the need to train<br />
to the new plans, starting in 2008. The unstated goal of the full-scale exercise was to conduct the<br />
largest and most complex demonstration of emergency management that LADWP has ever<br />
undertaken in its 106-year history. The model adopted for this full-scale exercise was a series of<br />
orientation and training exercises leading up to the full-scale exercise in July. This model has been<br />
adopted by several other utilities in Southern California in preparation for the State’s Golden<br />
Guardian Exercise in November 2008.<br />
The results were that LADWP experienced an abnormally large number of customer-service outage<br />
hours for its Power System, and lost a large amount of its aboveground water storage to fire<br />
fighting for the Water System. For this ShakeOut Scenario to avoid becoming a catastrophe, nearly<br />
4,000,000 people in the City of Los Angeles were required to curtail the use of both water and<br />
power in unprecedented amounts for long periods.<br />
MONDAY, SEPTEMBER 8, 2008 – 15:30<br />
ENGINEERING USE OF GROUND MOTIONS: CHALLENGES AND OPPORTUNITIES<br />
Baker JW<br />
Ground motions, and measures of ground motion intensity, serve as a link between seismology<br />
and engineering for the purpose of earthquake risk assessment and performance-based earthquake<br />
engineering. Engineers rely on earth scientists to quantify rates of earthquake activity and<br />
associated ground shaking intensity at a site, and increasingly to provide simulated ground motion<br />
time histories. As nonlinear dynamic structural analysis becomes increasingly common in<br />
66 | Southern California Earthquake Center