Through-bolt push out effects on the behavior of hybrid masonry systems

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dc.citation.firstpage47en_US
dc.citation.journalTitleEngineering Structuresen_US
dc.citation.lastpage53en_US
dc.citation.volumeNumber97en_US
dc.contributor.authorNistor, Mihaelaen_US
dc.contributor.authorGao, Zhenjiaen_US
dc.contributor.authorStanciulescu, Ilincaen_US
dc.date.accessioned2015-06-15T18:57:49Z
dc.date.available2015-06-15T18:57:49Z
dc.date.issued2015en_US
dc.description.abstractThis paper provides specifications necessary for designing hybrid masonry systems that resist through-bolt push out effects. Hybrid masonry is a relatively new structural system that can be used in seismic areas and comprises masonry panels connected to frames through steel plate connectors. However, masonry break-out at the connection between the steel plates and the masonry panel requires further analysis to better understand the load transfer mechanism of the hybrid masonry system. Therefore, we use a computational framework to model the hybrid masonry that uses a typical plasticity model with hardening for the steel components and a nonlocal two-scalar damage model that accounts for tension and compression for the masonry panel. Based on parametric studies conducted using this framework we provide recommendations for the through-bolt location and for the reinforcement percentage and location within the masonry panel to achieve best results in the load transfer mechanism of the hybrid masonry system during a seismic event.en_US
dc.identifier.citationNistor, Mihaela, Gao, Zhenjia and Stanciulescu, Ilinca. "Through-bolt push out effects on the behavior of hybrid masonry systems." <i>Engineering Structures,</i> 97, (2015) Elsevier: 47-53. http://dx.doi.org/10.1016/j.engstruct.2015.03.048.
dc.identifier.doihttp://dx.doi.org/10.1016/j.engstruct.2015.03.048en_US
dc.identifier.urihttps://hdl.handle.net/1911/80757
dc.language.isoengen_US
dc.publisherElsevier
dc.rightsThis is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by Elsevier.en_US
dc.subject.keywordhybrid masonry system;en_US
dc.subject.keywordyhrough-bolten_US
dc.subject.keywordnonlocal-damage modelen_US
dc.titleThrough-bolt push out effects on the behavior of hybrid masonry systemsen_US
dc.typeJournal articleen_US
dc.type.dcmiTexten_US
dc.type.publicationpost-printen_US
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