| ‘23 | 1 | Experimental investigation on the strength and ductility performance of steel timber-steel joints with screw and steel-tube fasteners | Yang et al. (2023) | Journal of Renewable Materials | High ductility and yield strength verified in connections using screws and steel tubes. |
| 2 | A study on the composition form and types of steel connection in wooden structures | Lee (2023) | Journal of the Architectural Institute of Korea | Analysis of the impact of hardware connection design on the structural performance of large-section timber structures and proposal of design improvements. |
| ‘22 | 3 | A structural performance evaluation of timber beam-column connections using steel connectors | Park and Oh (2022) | Journal of the Architectural Institute of Korea | Connections using steel fasteners exhibit excellent seismic performance under cyclic loading. |
| 4 | Parameter identification of ductile timber beam-to-steel column connections: Procedure and assessment | Liu and Yang (2022) | Engineering Structures | Performance parameters of bracket-based steel connections were derived to demonstrate structural stability. |
| ‘19 | 5 | Structural behaviour of steel-timber composite (STC) beam-to-column connections with double angle web cleats subjected to hogging bending moment | Nouri et al. (2019) | Engineering Structures | CLT-steel composite connections effectively enhance bending stiffness and rotational rigidity. |
| 6 | Experimental study of steel-timber composite beam-to-column joints with extended end plates | Ataei et al. (2019) | Construction and Building Materials | High bending resistance and stable performance confirmed in connections using extended end plates. |
| 7 | Experimental assessment and damage modelling of hybrid timber beam-to-steel column connections under cyclic loads | Sirumbal-Zapata et al. (2019) | Engineering Structures | Cyclic loading resistance performance and damage modeling potential demonstrated in timber-steel connections. |
| ‘18 | 8 | Development of composite joint consisting of H section steel and structural glued laminated timber | Lee et al. (2018) | Journal of the Korean Society for Advanced Composite Structures | Connection stiffness and durability confirmed through cyclic loading tests on U-shaped and T-shaped steel plates. |
| ‘16 | 9 | Experimental and analytical behaviour of steel-timber composite connections | Hassanieh et al. (2016) | Construction and Building Materials | Steel bolts and nail plate connections exhibit high stiffness and ductility, enabling cost-efficient designs. |
| ‘14 | 10 | Moment resistance performance of column-beam joints using multi-directional connectors for timber structures | Kim et al. (2014) | Conference Proceeding of the Korean Society of Wood Science and Technology | Multi-directional hardware connections improve moment resistance and cyclic load resistance capabilities. |
| ‘11 | 11 | Structural performance of beam to column joints connected with steel bars and epoxy | Tang et al. (2011) | Proceedings of Annual Conference in Architectural Institute of Korea | Significant improvement in initial stiffness and structural performance achieved using epoxy and hardware connections. |