Abstract: Damage to track-to-concrete connections has been widely reported in experimental studies on the seismic performance of nonstructural partition walls. These connections are commonly comprised of light-gauge cold-formed steel ...

Abstract: Damage to track-to-concrete connections has been widely reported in experimental studies on the seismic performance of nonstructural partition walls. These connections are commonly comprised of light-gauge cold-formed steel ...

Abstract: Full-scale ultimate load tests were conducted in March 1995 on the bearings of the Strawberry Park Bridge, a two-span, 45 m (148 ft) long ballasted railway bridge typical of many such bridges around the country. The bridge, ...