2019 年 55 巻 p. 1-10
In this paper, we present the comparison of history of measurement displacement and numerical result of displacement by finite element analysis on concrete surface in hammering test. The rectangular concrete test piece was employed as the experimental model and the numerical one, and the analysis for the three dimensional oscillation was carried out. The Galerkin procedure and the Newmark β method were applied to discretize the finite element equation for the three-dimensional oscillation in space and time, respectively.