Prediction of seismic behavior of wood-framed shear walls with openings by pseudodynamic test and FE model
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概要
- 論文の詳細を見る
- Springerの論文
- 2003-04-25
著者
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Yasumura Motoi
Faculty Of Agriculture Shizuoka University
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RICHARD Nicolas
Laboratoire de Mecanique et Technologie, E.N.S.
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DAVENNE Luc
Laboratoire de Mecanique et Technologie, E.N.S.
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Richard Nicolas
Laboratoire De Mecanique Et Technologie E.n.s.
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Davenne Luc
Laboratoire De Mecanique Et Technologie E.n.s.
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
- 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