Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement
Volume: 26, Issue: 3, Pages: 1171 - 1193
Published: Jan 21, 2020
Abstract
Brittle punching failures can occur in slab–column connections due to earthquake-induced unbalanced moments. The performance of undamaged specimens and various repair/strengthening techniques have been studied in the past. This paper investigates a less studied scenario, in which a flat slab–column connection severely damaged by an earthquake is subjected to another earthquake without undergoing repair. The performance under this special loading...
Paper Details
Title
Post-earthquake Performance of a Slab-Column Connection with Punching Shear Reinforcement
Published Date
Jan 21, 2020
Volume
26
Issue
3
Pages
1171 - 1193
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