First-ever tests on HSS composite joints with bolted shear connectors are addressed.
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Precast panels as slabs in composite joints using bolted shear connectors are proposed.
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Establishes that the composite joints may be deconstructed and the components re-used.
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The composite joints can provide a higher rotation capacity than that specified by codes.
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Friction-grip bolted shear connection is an efficient method of shear connection.
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