Publication:
Fundamental frequency estimation of masonry towers based on artificial neural networks

dc.contributor.authorNguyen, Q.T.
dc.contributor.authorNguyen, K.C.
dc.contributor.authorLivaoğlu, R.
dc.contributor.buuauthorLİVAOĞLU, RAMAZAN
dc.contributor.departmentMühendislik Fakültesi
dc.contributor.departmentİnşaat Mühendisliği Ana Bilim Dalı
dc.contributor.orcid0000-0001-8484-6027
dc.contributor.scopusid8853167300
dc.date.accessioned2025-05-12T22:09:10Z
dc.date.issued2025-01-01
dc.description.abstractHistoric masonry towers are regarded as symbolic and indispensable components of churches in religious countries across the globe. Masonry towers, with their brittle materials, slenderness, and distinctive shapes, are highly susceptible to lateral excitations. In the aftermath of numerous tower collapses, the urgency of preserving surviving ones in earthquake-prone regions has become apparent. Furthermore, there is a prioritization of identifying and reinforcing the most vulnerable minarets. To address this concern, an innovative approach is proposed, employing Artificial Neural Networks (ANNs) to promptly anticipate the predominant frequency of masonry towers. Predictions are based on the earthquake spectrum specific to each region, effectively alerting to the seismic vulnerabilities of towers constructed within those areas. Rather than formulating relationships based on known geometric parameters, particularly the total height, this study relies on an ANN-based model. Measurements taken from actual masonry towers are utilized as the output database for the neural networks. Consequently, the suggested ANN tool exhibits both practicality and robustness, offering an acceptable level of accuracy in estimating the desired modal information. The ANN approach is, therefore, an alternative for the same purposes of previous studies as well as standards and becomes a quick tool for future study, especially when more desired information is taken into account.
dc.description.sponsorshipNguyen Tat Thanh University, Ho Chi Minh City, Vietnam.
dc.identifier.doi10.1007/978-3-031-73314-7_82
dc.identifier.endpage 1062
dc.identifier.isbn[9783031733130]
dc.identifier.issn2366-2557
dc.identifier.scopus2-s2.0-85213381714
dc.identifier.startpage1048
dc.identifier.urihttps://hdl.handle.net/11452/51166
dc.identifier.volume613 LNCE
dc.indexed.scopusScopus
dc.language.isoen
dc.publisherSpringer Science and Business Media Deutschland GmbH
dc.relation.journalLecture Notes in Civil Engineering
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectStructural dynamics
dc.subjectMasonry towers
dc.subjectFrequency estimation
dc.subjectArtificial neural network
dc.subjectArchitectural heritage
dc.subject.scopusSeismic Vulnerability of Historic Masonry Structures
dc.titleFundamental frequency estimation of masonry towers based on artificial neural networks
dc.typeConference Paper
dspace.entity.typePublication
local.contributor.departmentMühendislik Fakültesi/İnşaat Mühendisliği Ana Bilim Dalı
relation.isAuthorOfPublicationa24f409a-e682-432b-8e20-e1393c6199ee
relation.isAuthorOfPublication.latestForDiscoverya24f409a-e682-432b-8e20-e1393c6199ee

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