2018 年 24 巻 58 号 p. 1011-1016
In this report, we carried out examination to estimate the earthquake maximum response of the real-scale timber case study house with mud wall. The examination intends for an observed acceleration response wave pattern (Tohoku Region Pacific Coast Earthquake March, 2011) by a strong-motion seismograph installed in an experiment house. P-Δ curve of the experiment house was made based on technique of the previous announcement. In addition, a reply spectrum at the 2nd-floor level was got from an observation wave in the ground level. This result accorded with the damage situation in the element experiment of the mud wall.