dc.creatorCarrero Roa, Tulio Enrique
dc.creatorMontaño Castañeda, Jairo Alonso
dc.creatorSanta María Oyanedel, Hernán
dc.creatorGuindos Bretones, Pablo
dc.date.accessioned2023-05-19T20:25:00Z
dc.date.available2023-05-19T20:25:00Z
dc.date.created2023-05-19T20:25:00Z
dc.date.issued2020
dc.identifier10.1590/1679-78256106
dc.identifier1679-7825
dc.identifier1679-7817
dc.identifierhttps://doi.org/10.1590/1679-78256106
dc.identifierhttps://repositorio.uc.cl/handle/11534/67238
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.languageen
dc.rightsacceso abierto
dc.subjectHybrid connection
dc.subjectStructural connection
dc.subjectComposite connection
dc.subjectCross-laminated timber
dc.subjectWood
dc.subjectSteel
dc.subjectConcrete
dc.subjectLaminated strand lumber
dc.subjectCyclic
dc.subjectMonotonic
dc.titleStatic and dynamic performance of direct hybrid connections of cross-laminated timber with steel, concrete and laminated strand lumber composites
dc.typeartículo


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