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This document summarizes a study that evaluated the seismic design methods for steel multi-tiered special concentrically braced frames (MT-SCBFs) according to the 2010 and 2016 American Institute of Steel Construction seismic provisions. A two-tiered SCBF was designed according to each standard and analyzed using nonlinear finite element modeling and cyclic pushover analysis. The analyses confirmed that frames designed under the 2010 provisions concentrated inelastic deformations in a single tier, risking c

Author

Ignacio Gonzalez

Language

EN