Quantification and prediction of the thermal performance of cold-formed steel wall assemblies
Steel elements installed at or in the building envelope are susceptible to forming thermal bridges, where heat and energy are […]
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Influence of mechanical and geometric uncertainty on the seismic performance of cold-formed steel braces with additional holes
Steel storage pallet racks are used worldwide for the storage of palletized goods. They are typically braced to improve their
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High-Fidelity Finite Element Modeling of Wood-Sheathed Cold-Formed Steel Shear Walls
Cold-formed steel (CFS) framed construction has been widely adopted and used toward a modern, lightweight, and cost-efficient engineering practice across
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Moment-rotation response of cold-formed steel joist-to-ledger connections with variable-finishes in ledger-framed construction
Ledger framing is the dominant framing system in North American cold-formed steel (CFS) construction. In this system, the floor, which
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Behavior of cold-formed steel shear walls sheathed with high-capacity sheathing
Cold-formed steel (CFS) framed buildings have shown potential towards innovative and efficient building design in high seismic regions. The objective
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Structural Performance of Steel Shelf Angles with Thermally Improved Detailing
Structural elements that span the building envelope are susceptible to becoming thermal bridges, transferring heat and energy between interior and
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Testing of oxyacetylene weld strength
A testing program is reported to evaluate the capacity of oxyacetylene fillet welds in a fatigue prone detail. Historical context
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Influence of mechanical and geometric uncertainty on rack connection structural response
Steel storage pallet racks are used worldwide for storage of palletized goods and are popular for their ease of construction,
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On the required ductility in beams and connections to allow a redistribution of moments in steel frame structures
The structural behaviour of beam-column joints plays a critical role in the seismic response of frame structures. In the case
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Modeling seismic response of a full-scale cold-formed steel-framed building
The objective of this paper is to present finite element modeling protocols and validation studies for the seismic response of