Static and dynamic performance of direct hybrid connections of cross-laminated timber with steel, concrete and laminated strand lumber composites

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dc.article.numbere279
dc.catalogadorgjm
dc.contributor.authorCarrero Roa, Tulio Enrique
dc.contributor.authorMontaño Castañeda, Jairo Alonso
dc.contributor.authorSanta María Oyanedel, Hernán
dc.contributor.authorGuindos Bretones, Pablo
dc.date.accessioned2023-05-19T20:25:00Z
dc.date.available2023-05-19T20:25:00Z
dc.date.issued2020
dc.description.abstractHybrid multistory buildings are every day more common in the construction industry. However, there is little understanding of the performance of the hybrid connections. In this research, the static and dynamic response of cross-laminated timber (CLT) composites combined with reinforced concrete (RC), hollow steel profiles and laminated strand lumber (LSL) has been investigated. In addition, the effects of posttensioning stresses as well as distinct types of connectors such as nails, self-tapping screws and self-tapping dowels has been accounted for. After experimental work, numerical modelling for simulating the static and dynamic behavior for these hybrid connections was also investigated. Results indicate that such massive timber composite connections behave reasonably similar to conventional timber connections, except in that inelastic deformations may increase up to 200%. In addition, it has been found that existing hysteretic models like the modified Stewart hysteretic model (MSTEW) fit for modelling purposes except that very asymmetric hysteretic behavior can be found for timber-concrete hybrid connections.
dc.fechaingreso.objetodigital2023-07-14
dc.format.extent19 páginas
dc.fuente.origenORCID
dc.identifier.doi10.1590/1679-78256106
dc.identifier.eissn1679-7825
dc.identifier.issn1679-7817
dc.identifier.urihttps://doi.org/10.1590/1679-78256106
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/67238
dc.information.autorucEscuela de Ingeniería; Carrero Roa, Tulio Enrique; 0000-0001-8324-0226; 1050238
dc.information.autorucEscuela de Ingeniería; Montaño Castañeda, Jairo Alonso; 0000-0003-4911-2532; 225148
dc.information.autorucEscuela de Ingeniería; Santa María Oyanedel, Hernán; 0000-0003-3176-7821; 76135
dc.information.autorucEscuela de Ingeniería; Guindos Bretones, Pablo; 0000-0001-7471-0281; 1051045
dc.issue.numero4
dc.language.isoen
dc.nota.accesoContenido completo
dc.revistaLatin American Journal of Solids and Structures
dc.rightsacceso abierto
dc.subjectHybrid connectiones_ES
dc.subjectStructural connectiones_ES
dc.subjectComposite connectiones_ES
dc.subjectCross-laminated timberes_ES
dc.subjectWoodes_ES
dc.subjectSteeles_ES
dc.subjectConcretees_ES
dc.subjectLaminated strand lumberes_ES
dc.subjectCyclices_ES
dc.subjectMonotonices_ES
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.titleStatic and dynamic performance of direct hybrid connections of cross-laminated timber with steel, concrete and laminated strand lumber compositeses_ES
dc.typeartículo
dc.volumen17
sipa.codpersvinculados1050238
sipa.codpersvinculados225148
sipa.codpersvinculados76135
sipa.codpersvinculados1051045
sipa.indexScielo
sipa.trazabilidadORCID;14-07-2023
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