Abstract: Two 1/3‐scale four‐story RC coupled wall subassemblies and a 1/5‐scale seven‐story complete RC frame‐wall building are subjected to simulated seismic loads to failure. Each specimen represents a different case of seismic ...

Abstract: Five cover-plate and five flange-plate single-sided steel moment-resisting beam–column assemblies were tested at full scale. Grade 50 steel was used for the

Abstract: Nonlinear finite-element modeling of steel moment-resisting connections reinforced with steel plates was undertaken as part of the second phase of the SAC project. Five cover-plate and five flange-plate connections of