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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/19183
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dc.contributor.authorPatel, S. N.-
dc.date.accessioned2025-08-12T04:58:52Z-
dc.date.available2025-08-12T04:58:52Z-
dc.date.issued2025-04-
dc.identifier.urihttps://link.springer.com/article/10.1007/s42417-025-01831-8-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/jspui/handle/123456789/19183-
dc.description.abstractWhen an in-plane harmonic loading is applied to a plate, the linear dynamic instability region (DIR) formed, gives only the range of frequencies where the plate becomes unstable, however, it doesn’t give any information about the transverse deformations. Hence, a nonlinear time history analysis is required to capture the actual time-varying deformations along with the nonlinear frequency response analyses to capture the actual frequency-varying deformations in the dynamic instability zone.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.subjectCivil engineeringen_US
dc.subjectPlate dynamicsen_US
dc.subjectDynamic instability region (DIR)en_US
dc.subjectNonlinear time history analysisen_US
dc.subjectTransverse deformationen_US
dc.titleNonlinear stability analysis of multi-stiffened laminated composite plates under uniform in-plane harmonic loadingen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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