Abstract: A simple approximate lower bound formula is proposed for the gravity buckling loads of coupled shear‐wall structures using continuous medium assumptions. The deflected shape of the system is decomposed into those of flexural ...

Abstract: Several analytical and experimental studies have been recently conducted on the behavior of cross‐bracing systems subjected to out‐of‐plane buckling. Semirigid connections, however, were not considered or modeled. This ...

Abstract: In recent years, several analytical studies have been conducted on the behavior of cross‐bracing members subjected to out‐of‐plane buckling. Most of these studies do not consider boundary conditions such as the relative ...