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This study investigated the lateral load resistance performance of connection joint of a reinforced concrete (RC) wall structure connected to steel pipes.
Therefore, it is very important to study the performance of connection between beam and column under a progressive collapse scenario.
Potential of fracture in welds of connection, seismic performance of connection and failure mechanism were investigated in cyclically loaded specimens.
For the examples studied the Netsplitter method is a considerable improvement on the performance of connection degree partitioning, giving a better balance of subnet sizes with the removal of fewer mass balance constraints.
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Performance of connections with respect to the energy dissipation and loss of strength under cyclic loads was also investigated.
The structural response and performance of connections are particularly important to assess the vulnerability of timber-framed structures to windstorms.
To enhance the practical use of light gauge sections, studies are still required investigating the structural behavior and performance of connections.
In this paper, we investigate the effects of switch reconfigurability, wavelength conversion and time slot interchangers (TSIs) on the blocking performance of connections with multiple rates.
Material properties of the glulam and the screw fastener are decisive in the shear performance of connections when the concrete hardens to some degree.
The performance of connections with various stud-to-track gap dimensions, stud and track thicknesses, and screw-attachment configurations were evaluated and compared.
Further, presence of the concrete slab significantly enhances the rigidity of the connection assembly and mitigates local instabilities, such as local and lateral torsional buckling, that arise in beams and this improves the performance of connections.
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