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

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  • NAKAGAWA Atsushi
    Graduate Student, Dept. of Architecture and Architectural Eng., Kyoto Univ.
  • TAKIYAMA Noriko
    Research Assoc., Dept. of Architecture and Architectural Eng., Kyoto Univ., Dr. Eng.
  • HAYASHI Yasuhiro
    Prof., Dept. of Architecture and Architectural Eng., Kyoto Univ., Dr. Eng.

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Other Title
  • 2階建京町家を想定した実大平面架構の大変形静的加力実験
  • 2カイダテキョウ マチヤ オ ソウテイ シタ ジツダイ ヘイメンカコウ ノ ダイヘンケイ セイテキカリョク ジッケン

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Abstract

We have conducted static loading tests of plane frames of a two-storied traditional town house in Kyoto, Japan. In our study, we have developed a loading system in order to apply large shear deformation angle of 0.2 rad. Based on our tests, some new findings have been acquired as follows. (a) A sharp decrease in story shear force due to shear failure of the mud wall is not observed. (b) Concentration of deformation or damage in a specific story will be prevented by the existence of pillars. (c) While houses will not slide as one-body system, some columns with small axial force move independently. (d) Some phenomena neglected in the current seismic design in Japan have been well recognized.

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