Cyclic behavior study of high load-bearing capacity steel plate shear wall Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading Experimental and numerical study on seismic behavior of obliquely stiffened steel plate shear walls with openings Structural behaviour of stainless steel double extended end-plate beam-to-column joints under monotonic loading Sample 1 Behaviour of stainless steel beam-to-column bolted connections - Part 1: Simplified FE model Cyclic performance of bolted end-plate RWS connection with vertical-slits An alternative detail for continuity plates in steel beam to box-column moment-connections Cyclic behavior of welded elliptical-shaped RWS moment frame Development of double-stage yielding coupling beam damper Experimental and numerical study of S-shaped steel plate damper for seismic resilient application Experimental and numerical study on the seismic behavior of high-strength steel framed-tube structures with end-plate-connected replaceable shear links Evaluation of Structural Behavior of Hysteretic Steel Dampers under Cyclic Loading Experimental study of a steel damper with X-shaped welded pipe halves Investigation of different steel intermediate moment frame connections under column-loss scenario Progressive collapse resistance of two-storey seismic configured steel sub-frames using welded connections Progressive collapse behavior of joints in steel moment frames involving reduced beam section Experimental and numerical study on the cyclic behavior of link-beam shear-panel connected to frame beams Seismic performance of steel beam-to-column moment connections with different structural forms Study of stainless steel bolted extended end-plate joints under seismic loading High-velocity impact responses of 2618 aluminum plates for engine containment systems under combined actions of projectile form and oblique angle Experimental and numerical study of honeycomb structural fuses Sample 2 Behaviour of stainless steel beam-to-column bolted connections - Part 1: Simplified FE model Experimental and analytical investigation on the behavior of metallic Box- Shaped Dampers (BSD)
