Effect of Beam Splicing on Seismic Response of Buckling-Restrained Braced Frames
The deformation capacity of typical buckling-restrained braced frames (BRBFs) is limited by the rotation capacity of connecting regions. The rotation capacity of the connection region is limited by fracture of the gusset welds and yielding in the beams and columns. A different connection detail with...
| Main Author: | |
|---|---|
| Format: | Others |
| Published: |
BYU ScholarsArchive
2007
|
| Subjects: | |
| Online Access: | https://scholarsarchive.byu.edu/etd/1208 https://scholarsarchive.byu.edu/cgi/viewcontent.cgi?article=2207&context=etd |