The objective Dfthis paper is to evaluate the seismicperformance ofwooden structures , First , shaking table tests and static tests ofwooden unit frames installing various seismic elements have been c 尹 rried out . Mud − plastered walls and penetrating tie beams were included in the specimens by considering Japanese traditional structure , From the results of these t¢ sts, the dynamic characteristics of wooden frames i 旧 erms of damage processes , hysteretic characteristics and hysteretic

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... dissipatien are clarified . From the comparisbn of dynamic tests and static tests , it is fbund that the skeleton curves of two tests are almost similar . It is emphasized that woodcn frames with m μ d − plastered wall have the large def ( )rmability .