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In this paper, details of bridge joint design, fabrication and validations are discussed.
The joint resistance of bridge joint was measured ∼1.6 nΩ at flat top DC current of 10 kA.
A novel concept of bridge joint for Poloidal field (PF) magnet of SST-1 with damaged winding pack has been realized.
Recognizing that conventional joint design practice based directly on shear forces results in congested reinforcement details, which are difficult to implement in practice, a rational design procedure was sought through large-scale testing of bridge joint systems and subsequent finite element and strut-and-tie analyses.
With the then newest and nearest bridge spanning the Forth (the Kincardine Bridge, built in 1936) still around 15 mile upstream, the upsurge in demand for a road crossing between Edinburgh and Fife prompted the UK Government to establish the Forth Road Bridge Joint Board (FRBJB) by Act of Parliament in 1947 to oversee the implementation of a new bridge to replace the ferry service.
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The inspection found that several gusset plates — metal slabs used to reinforce bridge joints — had bent one-quarter of an inch out of shape.
An asymmetric vibration is proposed for the design consideration of finger-type bridge joints.
Since adhesive bridge joints are sealed, only dry conditions were taken into account.
Following widespread damage to bridge joints in the San Francisco region from the 1989 Loma Prieta earthquake, the necessity for establishing an alternative method for seismic design of bridge joints was identified.
Driving over potholes, blighted bridge joints, and the usual assortment of the Northeast's finest potholes, the Accord remained absolutely undaunted.
Movement cracking is associated with the movement of the subsurface layers such as the subgrade, concrete slab below the asphalt, culvert, or bridge joints.
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