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contributor authorKalil Erazo
contributor authorEric M. Hernandez
date accessioned2017-12-30T12:54:01Z
date available2017-12-30T12:54:01Z
date issued2016
identifier other%28ASCE%29EM.1943-7889.0001114.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243117
description abstractThis paper presents a probabilistic framework for estimating seismic-induced damage in partially instrumented buildings. The proposed framework uses acceleration measurements at a limited number of stories and Bayesian filtering to estimate the response at all stories. The paper compares four Bayesian filters: the extended, unscented, and ensemble Kalman filters, and the particle filter. The estimated response throughout the building serves as input to a damage model that yields an estimate of structural damage and its uncertainty at all stories. The methodology is numerically verified in an elastoplastic 5-story shear building and in a 10-story inelastic moment-resisting frame under various types of model errors and minimal instrumentation. It was found that under ideal and mild modeling error conditions, the proposed methodology provides consistent estimates of damage and its uncertainty.
publisherAmerican Society of Civil Engineers
titleBayesian Model–Data Fusion for Mechanistic Postearthquake Damage Assessment of Building Structures
typeJournal Paper
journal volume142
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001114
page04016062
treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 009
contenttypeFulltext


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