Abstract: Backbone curves were generated from previous physical lab tests conducted on identical full-scale RC components utilizing different loading protocols (slab–beam–column and column specimens). These curves were subsequently ...

Abstract: Buckling-restrained braced frames (BRBFs) are often used as primary seismic force resisting systems to achieve the desired seismic performance of building frames. However, significant residual displacements of these systems ...

Abstract: Hollow structural sections (HSSs) are highly efficient in resisting compression, torsion, and bending. Their high torsional rigidity generally eliminates lateral-torsional buckling (LTB), which in turn eliminates the need ...

Abstract: This study investigates the performance and viability of a horizontal stiffener detailing (HSD) to (1) be used at the link-to-column connection in a D-braced eccentrically braced frame layout where conventional ...

Abstract: Tests conducted in the 1980s showed that well-detailed short shear links can exhibit stable and ductile cyclic behavior. Recent tests of prevailing A992 rolled shapes revealed that shear links designed according to current ...

Abstract: The US design code provisions for steel special truss moment frames (STMFs) were formulated based on research work carried out in the 1990s with double-angle sections as truss members. To provide the higher capacity needed ...

Abstract: The need for a very-long-span structure in sporting and industrial venues puts steel moment frames and braced frames at a disadvantage. In this regard, special truss moment frames (STMFs) can accommodate a large span by ...

Abstract: Stream-crossing bridges are critical components of the surface transportation system, allowing for the safe and efficient movement of people and goods. However, these bridges may be subjected to extreme hydraulic loading ...