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dc.contributor.authorSánchez Haro, Javier 
dc.contributor.authorLombillo Vozmediano, Ignacio 
dc.contributor.authorCapellán Miguel, Guillermo 
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2022-04-18T16:41:36Z
dc.date.available2023-04-01T23:30:44Z
dc.date.issued2022
dc.identifier.issn0219-4554
dc.identifier.issn1793-6764
dc.identifier.urihttp://hdl.handle.net/10902/24590
dc.description.abstractStructural engineers usually make simple hand calculations to pre-design structures before performing further complex analysis. However, in the case of structures subjected to impact loads, the problem is quite difficult to cope with, due to the lack of knowledge about simplified methods of analysis that can reproduce with sufficient accuracy the structural behavior, in order to establish an adequate pre-dimensioning, prior to a computer calculation. In this paper, a new formulation is presented to solve the problem of large mass impact on any kind of structure in a simplified way. The method enables a force equivalent to the impact load to be obtained that enables analysis as a static load case.es_ES
dc.format.extent22 p.es_ES
dc.language.isoenges_ES
dc.publisherWorld Scientifices_ES
dc.rights© World Scientific Publishing Company . Electronic version of an article published as International Journal of Structural Stability and Dynamics 2022, 22, 02, 2250025 , DOI 10.1142/S0219455422500250 © World Scientific Publishing Company, https://www.worldscientific.com/es_ES
dc.sourceInternational Journal of Structural Stability and Dynamics 2022, 22(02), 2250025es_ES
dc.subject.otherImpactes_ES
dc.subject.otherEquivalent forcees_ES
dc.subject.otherMass ratioes_ES
dc.subject.otherEnergy distributiones_ES
dc.subject.otherModified frequencyes_ES
dc.subject.otherComputational costes_ES
dc.titleEquivalent Static Force in Heavy Mass Impacts on Structureses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://doi.org/10.1142/S0219455422500250es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1142/S0219455422500250
dc.type.versionacceptedVersiones_ES


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