Please use this identifier to cite or link to this item: https://idr.l3.nitk.ac.in/jspui/handle/123456789/16656
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dc.contributor.authorNaveen B.O.
dc.contributor.authorBalu A.S.
dc.date.accessioned2021-05-05T10:31:11Z-
dc.date.available2021-05-05T10:31:11Z-
dc.date.issued2020
dc.identifier.citationInternational Journal of Computational Methods in Engineering Science and Mechanics Vol. , , p. -en_US
dc.identifier.urihttps://doi.org/10.1080/15502287.2020.1861128
dc.identifier.urihttp://idr.nitk.ac.in/jspui/handle/123456789/16656-
dc.description.abstractAny engineering structure under the action of various internal and external factors like changes in the material properties, inadequate design, faulty construction, deterioration due to malfunctioning are susceptible to damages. In the past, many methods have attempted to identify damage by solving an inverse problem, which inevitably needs an analytical model. However, often the construction of these analytical model requires considerable effort in building a mathematical framework with acceptable level of accuracy and reliability which makes these approaches less attractive. To circumvent this complexity, this work presents a computationally efficient approach in structural damage identification using high dimensional model representation. © 2020 Taylor & Francis Group, LLC.en_US
dc.titleStructural damage identification of bridge using high dimensional model representationen_US
dc.typeArticleen_US
Appears in Collections:1. Journal Articles

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