The main objective of this study is to test the hypothesis that discontinuities in the longitudinal web reinforcement of a structural wall will cause strain concentration in the longitudinal boundary
A series of four experiments were conducted to study the behavior of planar reinforced concrete walls representative of modern buildings in seismic zones. Tests were designed per the ACI 318 building
The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 60 bar diameters. It did not have boundary-element confinement. The wall was subjected to la
Supplemental material, sj-xlsx-1-ase-10.1177_13694332211011551 for Experimental study on seismic performance of partially precaststeel fiber high-strength concrete columns with high-strength steel bar