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We have conducted static loading tests of plane frame of a two-storied traditional town house in Kyoto, Japan. In our study, we have developed a lateral loading system in order to apply large shear deformation angle of 0.2 rad. Based on our tests, the deformation performance and stress transferring mechanism of town houses are well understood. Concentration of deformation or damage in a specific story will be prevented by the existence of pillars and toriniwa portion.

FULL SCALE STATIC LOADING TESTS FOR TWO-STORIED PLANE FRAMES OF TRADITIONAL TOWN HOUSE IN KYOTO, JAPAN