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Two-side fastened trapezoidal sheet diaphragms: Investigation of the diaphragm-to-rafter connection
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DOI：10.1016/j.jcsr.2026.110527.png)
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Abstract
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• 20 two-side fastened roof diaphragms tested under monotonic in-plane loading. • Progressive stiffness degradation quantified at working load levels. • Serviceability limit of frame spacing/250 to /300 proposed. • Combined shear and tension identified in sheet-to-purlin fasteners.
Keywords:
Structure-cladding interaction
Two-side fastened diaphragm
Trapezoidal sheet
Purlin-to-rafter connection
Sheet-to-purlin connection
Diaphragm-to-rafter connection
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