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These beams were connected to a restrained steel frame outside of the furnace with double angle connections.
Two steel angle beams were connected to the upper shear box that could run along its horizontal direction by means of roller bearings.
Strain gages attached to cantilever beams were connected to a Wheatstone bridge in such a manner that only draft force is measured.
The steel beams were connected to the precast column, using three specimens with extended face bearing plates and one with extended cover plates, embedded in the connection zone.
Similar(54)
The precast connections considered were the beam-column connections in which precast beams is connected to continuous precast column with corbel using (i) inverted E (bolted connection) and (ii) box section (welded connection).
One of the beams is connected to a nonlinear absorber.
The columns are connected to beams and the base plate while the beams are connected to the slab by welding.
The lower flanges of the steel beams are connected to the horizontal plates by bolts, and the upper flanges are attached to the concrete slab by shear connections.
Post-tensioned (PT) steel frames, in which beams are connected to columns through high-strength PT strands, have been successfully developed in the past decade as a novel earthquake-resistant structural system.
In this system, precast concrete slabs that are associated with reduced CO2 emissions during their manufacture are attached compositely to a steel beam using a novel method of shear connection that takes advantage of post-installed friction-grip bolted shear connectors and the composite steel beams are connected to concrete-filled steel tubular columns using flush end plates with blind bolts.
To make sure the beam ends were completely fixed, the end diaphragms of the beam were connected to the anchoring device by high-strength bolts to restrain the bending angle and rotation.
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