Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures
Само за регистроване кориснике
2024
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
Engineered wood products along with advanced processing and fabrication are pushing the limits of modern wood construction. Innovative concepts and applications facilitate the development of a new generation of structural systems. However, capacities of such systems are often governed by capabilities of the connections. This paper presents the experimental results with numerical and analytical models of angle brackets for prediction of load bearing capacity, stiffness, and ductility.
Three types of metal brackets in beam-column connections have been investigated and their performance has been studied in various loading arrangements. Detailed finite-element models of each connection have been developed to gain insights into their behavior. An analytical approach is also adopted to represent the connections. Comparison with test data suggests that
the models can reproduce results with good accuracy. The findings confirm feasibility of implementing ductile connections in practical mass ...timber structures.
Кључне речи:
mass timber structures / ductile connections / hysteretic response / angle brackets / nailed connectionsИзвор:
Canadian Journal of Civil Engineering, 2024Издавач:
- Canadian Science Publishing
Финансирање / пројекти:
- Ministry of Culture of the Czech Republic, research grant NAKI II DG18P02OVV012—Sustainable Management of Historical Buildings
- Natural Science and Engineering Research Council of Canada and Forestry Innovation Investment of British Columbia, Canada
- CTU Global Postdoc Fellowship Program
- Министарство науке, технолошког развоја и иновација Републике Србије, институционално финансирање - 200287 (Иновациони центар Технолошко-металуршког факултета у Београду доо) (RS-MESTD-inst-2020-200287)
Институција/група
Inovacioni centarTY - JOUR AU - Sejkot, Petr AU - Aloisio, Angelo AU - Obradović, Vera AU - Iqbal, Asif PY - 2024 UR - http://TechnoRep.tmf.bg.ac.rs/handle/123456789/7447 AB - Engineered wood products along with advanced processing and fabrication are pushing the limits of modern wood construction. Innovative concepts and applications facilitate the development of a new generation of structural systems. However, capacities of such systems are often governed by capabilities of the connections. This paper presents the experimental results with numerical and analytical models of angle brackets for prediction of load bearing capacity, stiffness, and ductility. Three types of metal brackets in beam-column connections have been investigated and their performance has been studied in various loading arrangements. Detailed finite-element models of each connection have been developed to gain insights into their behavior. An analytical approach is also adopted to represent the connections. Comparison with test data suggests that the models can reproduce results with good accuracy. The findings confirm feasibility of implementing ductile connections in practical mass timber structures. PB - Canadian Science Publishing T2 - Canadian Journal of Civil Engineering T1 - Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures DO - 10.1139/cjce-2023-0394 ER -
@article{ author = "Sejkot, Petr and Aloisio, Angelo and Obradović, Vera and Iqbal, Asif", year = "2024", abstract = "Engineered wood products along with advanced processing and fabrication are pushing the limits of modern wood construction. Innovative concepts and applications facilitate the development of a new generation of structural systems. However, capacities of such systems are often governed by capabilities of the connections. This paper presents the experimental results with numerical and analytical models of angle brackets for prediction of load bearing capacity, stiffness, and ductility. Three types of metal brackets in beam-column connections have been investigated and their performance has been studied in various loading arrangements. Detailed finite-element models of each connection have been developed to gain insights into their behavior. An analytical approach is also adopted to represent the connections. Comparison with test data suggests that the models can reproduce results with good accuracy. The findings confirm feasibility of implementing ductile connections in practical mass timber structures.", publisher = "Canadian Science Publishing", journal = "Canadian Journal of Civil Engineering", title = "Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures", doi = "10.1139/cjce-2023-0394" }
Sejkot, P., Aloisio, A., Obradović, V.,& Iqbal, A.. (2024). Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures. in Canadian Journal of Civil Engineering Canadian Science Publishing.. https://doi.org/10.1139/cjce-2023-0394
Sejkot P, Aloisio A, Obradović V, Iqbal A. Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures. in Canadian Journal of Civil Engineering. 2024;. doi:10.1139/cjce-2023-0394 .
Sejkot, Petr, Aloisio, Angelo, Obradović, Vera, Iqbal, Asif, "Experimental, finite element and analytical characterization of hysteretic response of ductile connections with nailed angle brackets for mass timber structures" in Canadian Journal of Civil Engineering (2024), https://doi.org/10.1139/cjce-2023-0394 . .