Analysis and Design Procedure of Corner Gusset Plate Connection in BRBFs
In order to achieve the post buckling strength of BRB member, AISC seismic design provisionsrequire that gusset plate axial capacity exceed ultimate compressive load of the BRB. The AISC code alsorequires that the gusset plate instability be considered because recent full scale tests demonstrated th...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
Babol Noshirvani University of Technology
2013-01-01
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| Series: | Iranica Journal of Energy and Environment |
| Subjects: | |
| Online Access: | http://www.ijee.net/Journal/ijee/vol4/no3/14.pdf |