Research Article

An Experimental Study of the Feasibility of Identifying the Impact Damages of Reinforced Concrete Piers Using a Modal Frequency Method

Table 4

Impact scheme 2.

Specimen no.Impact timesDrop height (m)Car quality (kg)Axial pressure (kN)Drop hammer quality (kg)Friction coefficientTheoretical speed (m/s)Measured average velocity (m/s)Speed change rate (%)

Z16-24612002501660.121.3761.337−2.834
Z16-34812002501660.121.5891.513−4.783
Z20-24812002501660.121.5891.588−0.0629