This paper reports the results of evaluation on seismic performance for wooden houses of Kyoto-Kitayama Type in Miyama based on field survey and static loading test for mock test frames. Major findings from the research are as follows: (1) In the field survey, structural and vibration characteristics are clarified. (2) In the experiment, it is find out that structural factors founded on the specification of Miyama have different strength from the past restoring models: such as wooden wall, Sashigamoi and so on. (3) Applying the restoring model conducted the experiment results, the maximum change of yield base shear coefficient is 40%.