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A novel friction connection consisting of a single lap joint with long open slotted holes is proposed for use in tubular towers for wind converters for in-situ connections.
Currently, the most common shear connection in North America is a single plate connection consisting of a plate fillet welded to a supporting column or girder and bolted to the web of a simply supported beam.
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A connection consists of a S-Tx and a secondary receiver (S-Rx) and so does the PU.
The connection consists of a column base with four cantilever beams, a channel steel connection, and an RC flat slab.
This connection consists of a steel bolted flange joint (BFJ) and two steel-FRP bonded sleeve joints (BSJs).
The connection consists of a channel connector welded to a column and bolted to a beam through a web opening.
The beam-to-column connection consists of a flush end plate welded to the beam end and bolted to the column flange.
The connection consists of a vertical plate passing through the column and welded to the column flanges, and beams connected to the plate named the Through Plate.
Another connection consists of a ±450 kV high-voltage direct current (HVDC) transmission line crossing the international border into Vermont.
Lifting (and tailing) lugs are pinned connections consisting of a pin extended through the lughole connected to a shackle or a link-pin arrangement.
Half grouted sleeve connections, consisting of a threaded end and a grouted sleeve end, are a convenient and economical solution in joining rebars together in precast concrete construction.
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