Damage identification in cable-stayed bridges using modal data

Damage identification in cable-stayed bridges using modal data

In this study, damage detection methods of cable stayed bridges were investigated. Cable stayed bridges are flexible structures; meanwhile they are sensitive to vibrations due to their complicated and multiple vibrations modes; therefore, damage detection methods based on vibration data in cable-sta...

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Autores principales: Mohammad Alikhani Dehaghi, Gholamreza Ghodrati Amiri, Ali Zare Hosseinzadeh, Seyed Ali Seyed Razzaghi
Formato: article
Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2020
Materias:
structural damage detection
modal data
cable-stayed bridges
finite element model
mode shape curvature
modal flexibility index
Bridge engineering
TG1-470
Building construction
TH1-9745
Acceso en línea:https://doaj.org/article/24d9a64f8f484e5aaea644bb35572406
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https://doaj.org/article/24d9a64f8f484e5aaea644bb35572406

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