Abstract A 0.25-scale three-storey stacked modular steel structure with a novel slider device
used at each floor level was built and subjected to seismic biaxial base excitation. This was …

Pull-out failures are one of the common failures in load bearing cold-formed steel clip angles
causing catastrophic damages, where plate and screw fastener are dislocated. Thus, a …

The current standards for seismic design of cold-formed steel (CFS) structures are only
limited to the lateral force-resisting systems which are not appropriate for mid-rise …

This paper presents the test results of full-scale truncated wall tracks with galvanised steel
sliding surfaces and a fully assembled full-scale slider device. Initially, 12 tests were …

This paper presents the results of experimental tests on a proprietary full scale single
bonded rubber unit (BRU) and a proprietary full-scale slider device with frictionless sliding …

To study the dynamic characteristics and seismic response of a novel plate-type modular
steel–concrete composite building with different semi-rigid corner connections under …

To account for the higher structural ductility requirement and higher load-bearing capacity
and stability requirements of floor-to-wall connections of mid-rise cold-formed steel (CFS) …

This paper aims to investigate the performance of typical cold-formed steel (CFS) beam-to-
beam connections between floor bearers and floor joists through a series of full-scale …

Load bearing cold-formed steel clip angles are one of the commonly used connectors in
lightweight cold-formed steel structures. These connectors may fail at their screw …

Load-bearing cold-formed steel (CFS) wall panels comprise of a stud (C-section), track (U-
section) and sheathing. Sheathing is fastened to the CFS frame with self-drilling screws …