Seismic-resistant steel moment connectio
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Associate Professor of Civil Engineering Michael D Engelhardt; President Thomas
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Article
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1997
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John Wiley and Sons
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English
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## Abstract Since the 1994 Northridge earthquake, major changes have occurred in US design and construction practice for seismicโresistant steel moment connections. These changes, motivated by the widespread failure of welded momentโresisting beamโtoโcolumn connections in the Northridge earthquake,