Vulnerability Assessment of Arizona's Critical Infrastructure
The loading was applied with a rate of 0.6 mm/min on the top and bottom steel plates, which transfer the pressure to the capping of specimens. In order to capture the axial and lateral displacements, four linear potentiometers (LPs) displacement gauges were used along with two steel rings on the concrete specimens. The displacements and corresponding loading were measured using a data ... ................
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