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Satomi TOKUOKAー ーーー ＊ 1 Masaru UCHIDAーーーーー ＊ 2 Mina SUGINOー ーーーーーー ＊ 3 Yasuhiro HAYASHIー ーー ＊ 4 In our research, we aim to provide a document that enable designers to easily recognize concerns which affect aseismic capacity of Kyomachiya without carrying out frame analyses. To achieve the aim, we carried out frame analyses of typical frames to clarify concerns which affect their aseismic capacity in this paper. We revealed that the breakage of the through-column at the height of the beam or being pulled out and falling off of the beam may be caused depending on the deformation of the frame. These concerns can be solved by making the deformations of the first and second story uniform.

This paper describes the results of the structural survey on wooden traditional row houses in Kyoto including vacant houses. Through the investigation, the structural features including the seismic performance of the row houses were revealed. We analyzed the influence when only one house of the same row house was demolished or reinforced. Finally, we investigated the differences in transition of temperature and humidity between the occupied house and the vacant house of the same row house.