Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/66263
Título: | Numerical modeling of CLT diaphragms tested on a shake-table experiment |
Autor(es): | Barbosa, Andre R. Rodrigues, Leonardo Sinha, Arijit Higgins, Christopher Zimmerman, Reid B. Breneman, Scott Pei, Shiling Van De Lindt, John Berman, Jeffrey McDonnell, Eric Branco, Jorge M. Neves, Luís Armando Canhoto |
Palavras-chave: | CLT Diaphragms Numerical modelling Seismic response Shake table |
Data: | 2018 |
Editora: | World Conference on Timber Engineering (WCTE) |
Resumo(s): | 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. |
Tipo: | Artigo em ata de conferência |
URI: | https://hdl.handle.net/1822/66263 |
Arbitragem científica: | yes |
Acesso: | Acesso aberto |
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 |