EFFECT OF TENSIL PERFORMANCE AT COLUMN-TO-LINTEL CONNECTIONS ON SEISMIC PERFORMANCE OF WOODEN FRAME WITH HANGING MUD WALL

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  • SATO Hiromu
    Dept. of Safety Systems Construction Eng., Graduate School of Eng., Kagawa Univ.
  • MIYAMOTO Mitsuhiro
    Program in Arch., Civil and Environmental Eng., Dept. of Eng. and Design, Faculty of Eng. and Design, Kagawa Univ.

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Other Title
  • 柱-水平材接合部の引張性能が土塗垂壁を有する木造軸組架構の耐震性能に及ぼす影響

Abstract

<p>The objective of this study is to grasp the required tensile performance at column-to-lintel connections of the wooden frame with a hanging mud wall in case of a hanging wall with initial failure in shear. In the full-scale tests, hanging mud wall specimens were collapsed with initial failure in pull-out of a lintel. A static pushover analysis was conducted to simulate the relationship between lateral load and deformation angle and the tensile displacement at column-to-lintel connections. In addition, the mechanical model to estimate the initial failure of wooden frame with a hanging mud wall is constructed.</p>

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