Guidelines on nonlinear dynamic analysis for seismic design of steel moment frames

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Research conducted after the 1994 Northridge earthquake in the U.S. and the 1995 Kobe earthquake in Japan led to the development of today's pre-qualified beam-to-column connections for capacity-designed steel moment resisting frames (MRFs). Welded moment c ...

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Guidelines on nonlinear dynamic analysis for seismic design of steel moment frames

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