SEISMIC LOAD ANALYSIS - Memphis
Instructional Material Complementing FEMA 451, Design Examples Seismic Load Analysis 9 - 28 Response Modification Factor R •Ductility •Overstrength •Redundancy •Damping •Past behavior Accounts for: Maximum = 8 Eccentrically braced frame with welded connections Buckling restrained brace with welded connections
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