At the past paper, the relationship of natural frequency of microtremor measurement and maximum experienced deformation angle about low-rise houses was proposed. In this paper, it was conducted the accuracy verification of the aforementioned relationship, using the full scaled shaking table tests and the post-earthquake investigation, about Japanese conventional wooden structure and Japanese traditional wooden one. And, through investigation before and after the earthquake of a Japanese conventional wooden house, the effectiveness of the proposed relationship was confirmed.
