The examination of both the isolated and non-isolated version of a twin-tower shear-wall structure with an enlarged basement under fortification-level seismic events will yield valuable findings regar
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
Similarly to Specimen 8 (2HSS8x4x1/2 with cover plates), Specimen 16 (2HSS8x4x1/2) did not exhibit lateral torsional buckling; thus eliminating the need for lateral bracing in beam-type members. Bulgi
<p><strong>Title</strong>: Earthquake-Simulation Tests of a Ten-Story Reinforced Concrete Frame with a Discontinued First-Level Beam (NEES-2011-1061)</p> <p><strong>