抄録
Pseudo-dynamic and shaking table tests were carried out in order to investigate the effect of the strain velocity and viscous damping on seismic response tests. By developing the loading apparatus for small scale specimens, the pseudo-dynamic and the shaking table tests were conducted reasonably and reliably. From the experimental results, it was verified that the hysteresis loops of the specimens were varied by the strain velocity occurred in the reinforcement and the mortar. The difference of the experimental results between the two were scrutinized and the adequate damping ratio for the pseudo-dynamic tests was proposed.
