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This should be avoided in connection design.
Finally, key parameters and considerations related to connection design are examined.
This difference should be considered in the connection design and system performance assessment.
This connection design can ensure convenient installation, eliminating on-site welding.
And primary PSS connection design could potentially keep reactor core well covered for a longer time.
Moreover, connection design significantly affects the production cost of steel frame structures.
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The model parameters are based upon the member sizes, properties and connection designs.
Evaluate the effect of implant connection designs on reliability and failure modes of screw-retained all-ceramic crowns.
In addition, it provides specimens with better performance than that of the reference connection designed according to AISC.
The seismic performance of the precast columns needs to be investigated and verified prior to the practical application of these connection designs.
The effort focuses on connection designs used prior to the 1994 Northridge earthquake (A36 beams, A572 columns and E70T-4 withs with access holes, shear tabs and continuity plates).
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