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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| Format: | Article |
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Korean Society of Steel Construction
2020
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