Yasumura Motoi | Faculty Of Agriculture Shizuoka University
スポンサーリンク
概要
関連著者
-
Yasumura Motoi
Faculty Of Agriculture Shizuoka University
-
Sawata Kei
Faculty Of Agriculture Shizuoka University
-
YASUMURA Motoi
Faculty of Agriculture, Shizuoka University
-
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
-
Davenne Luc
Laboratoire De Mecanique Et Technologie E.n.s.
-
UESUGI Motoi
Miyazaki Prefecture Wood Utilization Research Center
-
Sawata K
Shizuoka Univ. Shizuoka Jpn
-
Yasumura Motoi
Faculty Of Agriculture. Shizuoka University
-
Imura Yutaka
Miyazaki Prefecture Wood Utilization Technical Center
-
ANDREASSON Sverker
Division of Structural Engineering.Lund University
-
Daudeville Laurent
Laboratoire Sols. Solides Structures I'universite De Grenoble
-
RICHARD Nicolas
Laboratoire de Mecanique et Technologie, E.N.S.
-
DAVENNE Luc
Laboratoire de Mecanique et Technologie, E.N.S.
-
Richard Nicolas
Laboratoire De Mecanique Et Technologie E.n.s.
-
YASUI Shinpei
Faculty of Agriculture, Shizuoka University
-
Yasui Shinpei
Faculty Of Agriculture Shizuoka University
-
KAMADA Takahisa
United Graduate School of Agricultural Science, Gifu University
-
YASUI Shimpei
Research and Development Center, DAIKEN Corporation
-
Yasui Shimpei
Research And Development Center Daiken Corporation
-
Kamada Takahisa
United Graduate School Of Agricultural Science Gifu University
-
Davenne Luc
Laboratoire De Mecanique Et Technologie Ens Cachan
-
Daudevi11e Laurent
Laboratoire Sols. Solides, Structures, I'Universite de Grenoble
著作論文
- 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