Also included are extensive tables of development and lap splice lengths for Grade 60 uncoated and epoxy-coated reinforcing bars with 3,000 to 10,000 psi concrete compressive strengths.

The risk posed by "congested" vertical rebar in columns would have been even worse in spots where the rebar overlapped, which is known as "lap splice" regions, Abieyuwa Aghayere, a Drexel ...

Keywords: Shaking Table Tests, Lightly Reinforced Structures, Joint Confinement, Gravity Load Design, Beam Reinforcement, Reinforced Concrete Structures, Failure Mechanisms, Existing Buildings, ...

Keywords: Lightly Reinforced Concrete Buildings, Shaking Table Tests, Detailing, Reinforcement, Eastern United States, Column Reinforcement Ratio, Joint Confinement, Lap Splices, and Earthquake ...