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Report - PEER - University of California, Berkeley

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The following sections address each <strong>of</strong> these objectives. The basic conceptsapply to many extreme hazards, but they are illustrated with seismic shaking.Examples <strong>of</strong> actual applications to buildings are also included.THE USE OF RISK TO CHARACTERIZE PERFORMANCEBuilding performance is defined effectively for a given building, at a given location,in terms <strong>of</strong> three basic risk parameters. Each <strong>of</strong> these is an aggregation, orintegration, <strong>of</strong> potential losses over the life <strong>of</strong> the building from the hazard <strong>of</strong> interest.The basic risk parameters are these aggregations for:• deaths and serious injuries.• economic losses due to direct damage.• economic and societal losses that indirectly occur as a result the loss <strong>of</strong> use<strong>of</strong> a damaged building or facility (downtime).These can be expressed in a number <strong>of</strong> different forms (e.g., annualized loss, netpresent value <strong>of</strong> expected losses, annual probability <strong>of</strong> exceeding a certain loss). Notethat conversion from one format to another is a relatively simple numericaltransformation. Thus each basic risk parameter has a unique value regardless <strong>of</strong> theform <strong>of</strong> expression. The median values <strong>of</strong> the basic risk parameters also have anassociated reliability as a measure <strong>of</strong> uncertainty.This characterization <strong>of</strong> performance derives directly from the Pacific EarthquakeEngineering Research Center Framing equation (Moehle, 2003) as illustrated inFigure 1.Decision variableannualized loss( DV) ∫∫∫v= GDVDM|dGDMEDP|dGEDPIM|dλ(IM)Damagemeasurecasualtiescapital lossdowntimeEngineering demandparameterdisplacementIntensity measuredrifthazard curvelevel <strong>of</strong> shakingFigure 1. <strong>PEER</strong> framing equation and example parameters for seismic shaking.The basic risk parameters are the decision variables for the three categories <strong>of</strong>losses (deaths, dollars, downtime). Figure 1 includes example parameters forengineering demand and intensity measure for seismic shaking; however, the basicconcept can be applied to other extreme hazards using appropriate alternativeparameters. (Deierlein, 2003 and Whittaker, 2003).102

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