Advances in the Design of Eccentrically Braced Frames (NZSEE)

By NZ Society for Earthquake Engineering (NZSEE) · August 1986

When moment-resisting frames (MRFs) under extreme loading conditions. This basic requirement can be assured since the cannot be economically designed sufficiently ultimate capacity link can be accurately stiff for resisting wind forces, concentric- estimated, and an EBF is so proportioned ally braced frames (CBFs) are generally that under