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contributor authorJong-Wha Bai
contributor authorMary Beth D. Hueste
contributor authorPaolo Gardoni
date accessioned2017-05-08T21:00:45Z
date available2017-05-08T21:00:45Z
date copyrightOctober 2009
date issued2009
identifier other%28asce%290733-9445%282009%29135%3A10%281155%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35347
description abstractThis paper provides an approach to conduct a probabilistic assessment of structural damage due to seismic events with an application to typical building structures in mid-America. The developed methodology includes modified damage state classifications based on the Applied Technology Council (ATC)-13 and ATC-38 damage states and the ATC-38 database of building damage. Damage factors are assigned to each damage state to quantify structural damage as a percentage of structural replacement cost. To account for the inherent uncertainties, these factors are expressed as random variables with a Beta distribution. A set of fragility curves, quantifying the structural vulnerability of a building, is mapped onto the developed methodology to determine the expected structural damage. The total structural damage factor for a given seismic intensity is then calculated using a probabilistic approach. Prediction and confidence bands are also constructed to account for the prevailing uncertainties. The expected seismic structural damage is assessed for three types of building structures in the mid-American region using the developed methodology. In addition, a sensitivity analysis for the probabilistic parameters is conducted. The developed methodology provides a transparent procedure where the structural damage factors can be updated as additional seismic damage data becomes available.
publisherAmerican Society of Civil Engineers
titleProbabilistic Assessment of Structural Damage due to Earthquakes for Buildings in Mid-America
typeJournal Paper
journal volume135
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2009)135:10(1155)
treeJournal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 010
contenttypeFulltext


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