Report - PEER - University of California, Berkeley

Finally, the results from the loss estimation methodology were disaggregated inorder to determine the contribution of different ground motion levels and differentcomponents on losses in the building. Examples on deaggregation were presented toidentify the contribution of structural and nonstructural components to expectedlosses and contributions of collapse and non-collapse to expected annual losses.REFERENCESAslani, H., and E. Miranda. (2003). Probabilistic assessment of building response duringearthquakes. Procs. Applications of Statistics and Probability in Civil Engineering ICASP9,Der Kiureghian, Madanat & Pestana (eds.), Millpress, Rotterdam.Aslani, H., and E. Miranda. (2004a). Probabilistic damage assessment for building-specific lossestimation. PEER report. Pacific Earthquake Engineering Research Center, University ofCalifornia at Berkeley, Berkeley, California.Aslani, H., and E. Miranda. (2004b). Investigation of the effects of correlation for buildingspecificloss estimation. PEER report in preparation, Pacific Earthquake EngineeringResearch Center, University of California at Berkeley, Berkeley, California.Building Seismic Safety Council (BSSC). FEMA 356. (2000). Prestandard and commentary forthe seismic rehabilitation of buildings. Federal Emergency Management Agency,Washington, D.C.FEMA 249. (1994). Assessment of the state-of-the-art earthquake loss estimationmethodologies. Federal Emergency Management Agency, Washington, D.C.Krawinkler, H., and E. Miranda. (2004). Performance-based earthquake engineering. Chapter 9of Earthquake Engineering: from engineering seismology to performance-basedengineering, CRC Press, 2004.McGuire, R. K. (1995). Probabilistic Seismic Hazard Analysis and Design Earthquakes:Closing the Loop, Bull. Seismological Soc. America, 85, 1275–1284.Miranda, E., and H. Aslani. (2003). Building-specific loss estimation methodology. ReportPEER 2003-03, Pacific Earthquake Engineering Research Center, University of California atBerkeley, Berkeley, California.Rosenblueth, E. (1976). Towards optimum design through building codes. Journal of thestructural division-ASCE; 1976; 102, (3), 591–607Taghavi, S., and E. Miranda. (2003a). Response assessment of nonstructural elements. ReportPEER 2003-04, Pacific Earthquake Engineering Research Center, Richmond, California.Taghavi, S., and E. Miranda. (2003b). Probabilistic study of peak floor acceleration demands inlinear structures. Procs. Applications of Statistics and Probability in Civil EngineeringICASP9, Der Kiureghian, Madanat & Pestana (eds.), Millpress, Rotterdam.Wen, Y. K., and Y. J. Kang. (2001). Minimum building life-cycle cost design criteria, I:Methodology. J. Struct. Engineering, ASCE, 127 (3), 330–337.160