Pseudodynamic tests and earthquake response analysis of timber structures III : three-dimensional 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
- 2011-12-25
著者
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Yasumura Motoi
Faculty Of Agriculture Shizuoka University
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KAMADA Takahisa
NODA Corporation
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UESUGI Motoi
Miyazaki Prefecture Wood Utilization Technical Center
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Davenne Luc
Laboratoire De Mecanique Et Technologie E.n.s.
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KAMADA Takahisa
United Graduate School of Agricultural Science, Gifu University
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YASUI Shimpei
Research and Development Center, DAIKEN Corporation
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Yasui Shimpei
Research And Development Center Daiken Corporation
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Kamada Takahisa
United Graduate School Of Agricultural Science Gifu University
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Davenne Luc
Laboratoire De Mecanique Et Technologie Ens Cachan
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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
- 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