Case study: Seismic and gravitational design of 15-story office and residential building archetypes with a semirigid clt diaphragm and reinforced concrete shear walls in Chile

Simple item page
dc.catalogadorjlo
dc.contributor.authorBarrios Pi, Sebastián Andres
dc.contributor.authorVeliz Sanzana, Fernando Daniel
dc.contributor.authorBerwart Astudillo, Sebastián Ignacio
dc.contributor.authorMontaño Castañeda, Jairo Alonso
dc.contributor.authorAraya Miranda, Raúl Eduardo
dc.contributor.authorLagos, Guzmán Jorge
dc.contributor.authorBeltrán Beltrán, Martín Aleksei Ignacio
dc.contributor.authorChacón De La Cruz, Matías Fernando Nicolás
dc.contributor.authorValdivieso Cascante, Diego Nicolás
dc.contributor.authorGuindos Bretones, Pablo
dc.contributor.authorAlmazan Campillay, José Luis
dc.contributor.authorSanta María, Oyanedel Hernan
dc.date.accessioned2025-10-22T19:17:33Z
dc.date.available2025-10-22T19:17:33Z
dc.date.issued2025
dc.description.abstractThis study is part of the "Ciudad Madera" technological consortium, which seeks to promote widespread wood construction in Chile, whose seismic code provides no guidance for cross-laminated-timber (CLT) seismic diaphragms. Currently, this lack of a design methodology for Hybrid Mass-Timber-Reinforced-Concrete (HMT-RC) buildings, has pushed a tendency for structural designers to solely rely on the concrete topping as the seismic horizontal diaphragm element. This study validates HMT - RC and develops a seismic-design method for buildings up to 15 stories high, with CLT floor system performing as the seismic diaphragm. Twenty monotonic/cyclic connector tests and six full-scale 4 m × 4 m Radiata-pine CLT diaphragm tests will calibrate nonlinear models of office and residential building archetypes, analyzed in a 72-case parametric matrix (height, seismic zone, soil class, design philosophy). Findings show: (i) RC-core and coupling-beam detailing governs drift, (ii) flooring size is controlled by a vibration criterion, and (iii) commercial timber column-to-column splices meet seismic inter-story rotation demands.
dc.fechaingreso.objetodigital2025-10-22
dc.format.extent9 páginas
dc.fuente.origenSCOPUS
dc.identifier.doi10.52202/080513-0027
dc.identifier.scopusidSCOPUS_ID:105010266104
dc.identifier.urihttp://doi.org/10.52202/080513-0027
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/106328
dc.information.autorucEscuela de Ingeniería; Barrios Pi, Sebastián Andres; S/I; 1026284
dc.information.autorucEscuela de Ingeniería; Veliz Sanzana, Fernando Daniel; S/I; 245731
dc.information.autorucEscuela de Ingeniería; Berwart Astudillo, Sebastián Ignacio; S/I; 213723
dc.information.autorucEscuela de Ingeniería; Montaño Castañeda, Jairo Alonso; S/I; 225148
dc.information.autorucEscuela de Ingeniería; Araya Miranda, Raúl Eduardo; S/I; 81230
dc.information.autorucEscuela de Ingeniería; Lagos, Guzmán Jorge; S/I; 36032
dc.information.autorucEscuela de Construcción Civil; Beltrán Beltrán, Martín Aleksei Ignacio; S/I; 1086652
dc.information.autorucEscuela de Ingeniería; Chacón De La Cruz, Matías Fernando Nicolás; S/I; 141239
dc.information.autorucEscuela de Ingeniería; Valdivieso Cascante, Diego Nicolás; S/I; 1092361
dc.information.autorucEscuela de Ingeniería; Guindos Bretones, Pablo; 0000-0001-7471-0281; 1051045
dc.information.autorucEscuela de Ingeniería; Almazan Campillay, José Luis; S/I; 18831
dc.information.autorucEscuela de Ingeniería; Santa María, Oyanedel Hernan; 0000-0003-3176-7821; 76135
dc.language.isoen
dc.nota.accesocontenido completo
dc.pagina.final219
dc.pagina.inicio211
dc.publisherWorld Conference on Timber Engineering (WCTE)
dc.revistaProceedings from the 14th World Conference on Timber Engineering: Advancing Timber for the Future Built Environment, WCTE 2025
dc.rightsacceso abierto
dc.subjectExperimental testing
dc.subjectHigh seismic zone
dc.subjectHybrid mass timber buildings
dc.subjectSemi-rigid CLT Diaphragm
dc.subject.ddc620
dc.subject.deweyIngenieríaes_ES
dc.subject.ods11 Sustainable cities and communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleCase study: Seismic and gravitational design of 15-story office and residential building archetypes with a semirigid clt diaphragm and reinforced concrete shear walls in Chile
dc.typeconferencia
sipa.codpersvinculados1026284
sipa.codpersvinculados245731
sipa.codpersvinculados213723
sipa.codpersvinculados225148
sipa.codpersvinculados81230
sipa.codpersvinculados36032
sipa.codpersvinculados1086652
sipa.codpersvinculados141239
sipa.codpersvinculados1092361
sipa.codpersvinculados1051045
sipa.codpersvinculados18831
sipa.codpersvinculados76135
sipa.trazabilidadSCOPUS;2025-07-27
Files
Original bundle
Now showing 1 - 1 of 1
Thumbnail Image
Name:
080513-0027open.pdf
Size:
2.87 MB
Format:
Adobe Portable Document Format
Description:
Download
Collections
Artículos de revistas