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Report - PEER - University of California, Berkeley

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ASSESSMENT OF SEISMIC PERFORMANCE IN TERMS OFECONOMIC LOSSESEduardo MIRANDA 1 , Hesameddin ASLANI 2 and Shahram TAGHAVI 2ABSTRACTAn approach for describing the seismic performance <strong>of</strong> buildings as a continuum and in terms<strong>of</strong> economic losses is presented. Two alternative measures <strong>of</strong> economic losses are describedand discussed. In the proposed approach the total loss in a building due to physical damage istreated as a random variable and it is computed as the sum <strong>of</strong> the losses in individual structuraland nonstructural components. Economic losses are computed using a fully probabilisticapproach that permits the explicit incorporation <strong>of</strong> uncertainties in the seismic hazard at thesite, in the response <strong>of</strong> the structure, on the fragility <strong>of</strong> individual structural and nonstructuralcomponents, and on the costs associated with the repairs or replacement <strong>of</strong> individual buildingcomponents. Physical damage is estimated by combining structural response parameters suchas interstory drift ratio or peak floor acceleration with component fragility functions. Resultsfrom an existing non-ductile seven story reinforced concrete building are presented to illustratethe proposed loss estimation methodology.Keywords: Performance-based seismic design; Probabilistic loss estimation; Fragilityfunction; Correlation; Loss deaggregation.1. INTRODUCTIONThe goal <strong>of</strong> performance-based seismic design (PBSD) is to design facilities thatsatisfy the performance expectations <strong>of</strong> their owners. Implicit in PBSD when appliedto buildings is the need to predict the performance <strong>of</strong> the structure, its non-structuralcomponents and contents for a wide range <strong>of</strong> possible earthquake ground motionintensities.Recent research conducted at the Pacific Earthquake Engineering Research(<strong>PEER</strong>) Center aims at describing the seismic performance <strong>of</strong> structures quantitativelyby continuous variables rather than discrete performance levels such as those used inFEMA 356 document. The three continuous variables studied by <strong>PEER</strong> include:economic (e.g., dollar) losses, downtime and fatalities. The present work is focusedon economic loss estimation.1 Assistant Pr<strong>of</strong>essor, Dept. Civil and Envir. Engrg., Stanford <strong>University</strong>, Stanford, CA, 94305-40202 Ph.D. Student, Dept. Civil and Envir. Engrg., Stanford <strong>University</strong>, Stanford, CA, 94305-4020149

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