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dc.contributor.authorNapolitano, C
dc.contributor.authorVaiana, N
dc.contributor.authorMonsalve, JML
dc.contributor.authorRosati, L
dc.date.accessioned2024-07-10T12:15:17Z
dc.date.issued2024-06-24
dc.date.updated2024-07-09T16:33:58Z
dc.description.abstractShear link devices are metallic dampers that can be adopted to control structural vibrations induced by seismic and wind loads due to their typical rate-independent hysteretic behavior. To allow for an accurate and computationally efficient nonlinear dynamic analysis of structures equipped with shear links, we briefly present both the analytical and differential formulations of the Vaiana-Rosati model of hysteresis. Such a phenomenological model has been recently implemented in NextFEM Designer, a computer program for finite element analysis. To simplify the hysteresis model calibration, some preliminary details on a parameter identification procedure are provided. Finally, nonlinear time history analyses are carried out, by using NextFEM Designer, on a structure subjected to earthquake excitation.en_GB
dc.format.extent276-285
dc.identifier.citationIn: Proceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas (STESSA 2024), edited by Ciro Napolitano, Nicolò Vaiana, Julian Mauricio Londono Monsalve & Luciano Rosati, pp. 276 - 285. Lecture Notes in Civil Engineering, Volume 520en_GB
dc.identifier.doihttps://doi.org/10.1007/978-3-031-62888-7_25
dc.identifier.urihttp://hdl.handle.net/10871/136653
dc.language.isoenen_GB
dc.publisherSpringeren_GB
dc.relation.ispartofseriesLecture Notes in Civil Engineering
dc.rights.embargoreasonUnder embargo until 24 June 2025 in compliance with publisher policyen_GB
dc.rights© 2024 Springeren_GB
dc.subjectShear Linken_GB
dc.subjectRate-Independent Hysteresisen_GB
dc.subjectVaiana-Rosati Modelen_GB
dc.subjectNonlinear Dynamic Analysisen_GB
dc.titleNonlinear Dynamic Analysis of Structures Equipped with Shear Links by NextFEM Designer®en_GB
dc.typeConference paperen_GB
dc.date.available2024-07-10T12:15:17Z
dc.identifier.isbn9783031628870
dc.descriptionThis is the author accepted manuscript. The final version is available from Springer via the DOI in this recorden_GB
dc.relation.ispartofProceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas
dc.rights.urihttp://www.rioxx.net/licenses/all-rights-reserveden_GB
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2024-06-24
rioxxterms.typeConference Paper/Proceeding/Abstracten_GB
refterms.dateFCD2024-07-10T12:11:57Z
refterms.versionFCDAM
refterms.panelBen_GB
refterms.dateFirstOnline2024-06-24


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