Cyclic behaviour of fully-rigid and semi-rigid steel beam-to-column connections
A test program was considered to clarify the cyclic characteristics of eight full-scale unstiffened extended end-plates with variable parameters and one SidePlate moment connection. All specimens were subjected to 2010 AISC seismic provision loading protocol where flexural strengths were identified...
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| Main Authors: | , , , |
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| Format: | Article |
| Published: |
Korean Society of Steel Construction
2020
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| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/93389/ http://dx.doi.org/10.1007/s13296-019-00290-8 |
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