Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/66263
Registo completo
Campo DC | Valor | Idioma |
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dc.contributor.author | Barbosa, Andre R. | por |
dc.contributor.author | Rodrigues, Leonardo | por |
dc.contributor.author | Sinha, Arijit | por |
dc.contributor.author | Higgins, Christopher | por |
dc.contributor.author | Zimmerman, Reid B. | por |
dc.contributor.author | Breneman, Scott | por |
dc.contributor.author | Pei, Shiling | por |
dc.contributor.author | Van De Lindt, John | por |
dc.contributor.author | Berman, Jeffrey | por |
dc.contributor.author | McDonnell, Eric | por |
dc.contributor.author | Branco, Jorge M. | por |
dc.contributor.author | Neves, Luís Armando Canhoto | - |
dc.date.accessioned | 2020-08-04T14:02:45Z | - |
dc.date.available | 2020-08-04T14:02:45Z | - |
dc.date.issued | 2018 | - |
dc.identifier.uri | https://hdl.handle.net/1822/66263 | - |
dc.description.abstract | Current standards and existing literature provide very limited information regarding the design of cross-laminated timber (CLT) floor diaphragms. In addition, limited procedures exist to develop analytical models to estimate the deformation response of CLT floor diaphragms. This paper presents a modelling approach that captures the response of CLT timber diaphragms, with a special focus on CLT spline panel-to-panel connections. The modeling approach is validated through the comparison of the results of the computation model with experimental data obtained from a series of shake-tables test performed on a two-story full-scale building tested in the summer of 2017 at UC San Diego Large High Performance Outdoor Shake Table. The two-story building included two diaphragm designs at each floor level. The first solution consists of CLT panels connected with plywood surface splines that are fastened using self-tapping screws, while the second consists of a CLT-concrete composite floor solution. Results from the nonlinear pushover analysis describe accurately the experimental data obtained. | por |
dc.description.sponsorship | (undefined) | por |
dc.language.iso | eng | por |
dc.publisher | World Conference on Timber Engineering (WCTE) | por |
dc.rights | openAccess | por |
dc.subject | CLT | por |
dc.subject | Diaphragms | por |
dc.subject | Numerical modelling | por |
dc.subject | Seismic response | por |
dc.subject | Shake table | por |
dc.title | Numerical modeling of CLT diaphragms tested on a shake-table experiment | por |
dc.type | conferencePaper | por |
dc.peerreviewed | yes | por |
oaire.citationConferenceDate | 20 - 23 Ag. 2018 | por |
sdum.event.title | WCTE 2018 - World Conference on Timber Engineering | por |
sdum.event.type | conference | por |
oaire.citationConferencePlace | Seul, Coreia do Sul | por |
dc.date.updated | 2020-08-04T13:33:35Z | - |
sdum.export.identifier | 5786 | - |
sdum.conferencePublication | WCTE 2018 - World Conference on Timber Engineering | por |
Aparece nas coleções: | ISISE - Comunicações a Conferências Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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WCTE_2018_Numerical modeling of CLT diaphragms.pdf | 1,83 MB | Adobe PDF | Ver/Abrir |