LATERAL SHEAR PERFORMANCE OF EARTH-WALL IN CASE OF A TOWN HOUSE OF KYOTO

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  • 京町家型土壁の水平せん断性能
  • キョウ マチヤガタ ドヘキ ノ スイヘイ センダン セイノウ

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Abstract

This paper presents the results of a lateral shear performance of the earth-wall which is used in "Kyomachiya"(a traditional type town house in Kyoto), and the evaluation method of the stiffness and strength. Keeping the typical module of "Kyomachiya", with 60mm thickness and 980mm column-to-column span, two types of specimens differed in total span of one or two were subjected under cyclic loading. And the structural model of a timber frame was constructed using the theory of a beam on elastic foundation. According to this newly formulated model, the stiffness and strength of an earth-wall in "Kyomachiya" can be evaluated simply.

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