Pseudodynamic tests and earthquake response analysis of timber structures II : two-level conventional wooden structures with plywood sheathed shear walls

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概要

• 論文の詳細を見る
• Springerの論文
• 2006-02-25

著者

• Yasumura Motoi

  Faculty Of Agriculture Shizuoka University

• Imura Yutaka

  Miyazaki Prefecture Wood Utilization Technical Center

• KAMADA Takahisa

  NODA Corporation

• UESUGI Motoi

  Miyazaki Prefecture Wood Utilization Technical Center

• DAUDEVILLE Laurent

  Laboratoire 3S, Universite Joseph Fourrier

• Daudeville Laurent

  Laboratoire 3s Universite Joseph Fourrier

• UESUGI Motoi

  Miyazaki Prefecture Wood Utilization Research Center

関連論文

• Estimation of yield and ultimate strengths of bolted timber joints by nonlinear analysis and yield theory
• Determination of embedding strength of wood for dowel-type fasteners
• Pseudodynamic tests and earthquake response analysis of timber structures II : two-level conventional wooden structures with plywood sheathed shear walls
• Sensitivity study of the finite element model for wood-framed shear walls
• Fracture of multiply-bolted joints under lateral force perpendicular to wood grain
• Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model
• Pseudodynamic tests and earthquake response analysis of timber structures I : plywood-sheathed conventional wooden walls with opening
• Pseudodynamic tests and earthquake response analysis of timber structures III : three-dimensional conventional wooden structures with plywood-sheathed shear walls

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