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Sensitivity of Building Loss Estimates to Major Uncertain Variables
Author(s) -
Porter Keith A.,
Beck James L.,
Shaikhutdinov Rustem V.
Publication year - 2002
Publication title -
earthquake spectra
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.134
H-Index - 92
eISSN - 1944-8201
pISSN - 8755-2930
DOI - 10.1193/1.1516201
Subject(s) - spectral acceleration , fragility , structural engineering , percentile , acceleration , variable (mathematics) , ground motion , overhead (engineering) , reinforced concrete , stiffness , engineering , peak ground acceleration , econometrics , computer science , reliability engineering , mathematics , statistics , physics , mathematical analysis , electrical engineering , classical mechanics , thermodynamics
This paper examines the question of which sources of uncertainty most strongly affect the repair cost of a building in a future earthquake. Uncertainties examined here include spectral acceleration, ground-motion details, mass, damping, structural force-deformation behavior, building-component fragility, contractor costs, and the contractor's overhead and profit. We measure the variation (or swing) of the repair cost when each basic input variable except one is taken at its median value, and the remaining variable is taken at its 10 th and at its 90 th percentile. We perform this study using a 1960s highrise nonductile reinforced-concrete moment-frame building. Repair costs are estimated using the assembly-based vulnerability (ABV) method. We find that the top three contributors to uncertainty are assembly capacity (the structural response at which a component exceeds some damage state), shaking intensity (measured here in terms of damped elastic spectral acceleration, S a ), and details of the ground motion with a given S a .

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