TY  - 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 . .