A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Capacity Evaluation of Typical Stud-Track Screw Connections in Nonstructural Walls
A series of component-level experiments have been conducted aiming to evaluate the force and displacement capacities of typical stud-track screw connections (STCs) in steel-framed partition walls. The variables considered in these experiments included screw-edge distances, loading protocols (monotonic or cyclic), and stud and track thicknesses. The experimental data was then utilized to develop different capacity fragility curves for STCs in terms of displacements. A series of analytical STC hinge models were also proposed and validated using this data. The hinge models can be adopted in future studies to develop a comprehensive analytical model for a typical partition wall assembly.
Capacity Evaluation of Typical Stud-Track Screw Connections in Nonstructural Walls
A series of component-level experiments have been conducted aiming to evaluate the force and displacement capacities of typical stud-track screw connections (STCs) in steel-framed partition walls. The variables considered in these experiments included screw-edge distances, loading protocols (monotonic or cyclic), and stud and track thicknesses. The experimental data was then utilized to develop different capacity fragility curves for STCs in terms of displacements. A series of analytical STC hinge models were also proposed and validated using this data. The hinge models can be adopted in future studies to develop a comprehensive analytical model for a typical partition wall assembly.
Capacity Evaluation of Typical Stud-Track Screw Connections in Nonstructural Walls
Rahmanishamsi, Esmaeel (author) / Soroushian, Siavash
2016
Article (Journal)
English
Capacity Evaluation of Typical Stud-Track Screw Connections in Nonstructural Walls
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