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dc.contributor.authorNistor, Mihaela
Gao, Zhenjia
Stanciulescu, Ilinca
dc.date.accessioned 2015-06-15T18:57:49Z
dc.date.available 2015-06-15T18:57:49Z
dc.date.issued 2015
dc.identifier.citation Nistor, Mihaela, Gao, Zhenjia and Stanciulescu, Ilinca. "Through-bolt push out effects on the behavior of hybrid masonry systems." Engineering Structures, 97, (2015) Elsevier: 47-53. http://dx.doi.org/10.1016/j.engstruct.2015.03.048.
dc.identifier.urihttps://hdl.handle.net/1911/80757
dc.description.abstract This 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.
dc.language.iso eng
dc.publisher Elsevier
dc.rights This is an author's peer-reviewed final manuscript, as accepted by the publisher. The published article is copyrighted by Elsevier.
dc.title Through-bolt push out effects on the behavior of hybrid masonry systems
dc.type Journal article
dc.contributor.funder National Science Foundation Network for Earthquake Engineering Simulation
dc.citation.journalTitle Engineering Structures
dc.subject.keywordhybrid masonry system;
yhrough-bolt
nonlocal-damage model
dc.citation.volumeNumber 97
dc.type.dcmi Text
dc.identifier.doihttp://dx.doi.org/10.1016/j.engstruct.2015.03.048
dc.identifier.grantID 0936464 (National Science Foundation Network for Earthquake Engineering Simulation)
dc.type.publication post-print
dc.citation.firstpage 47
dc.citation.lastpage 53


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