Sawata Kei | Hokkaido Univ. Sapporo Jpn

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概要

• Sawata Keiの詳細を見る
• 同名の論文著者
• Hokkaido Univ. Sapporo Jpnの論文著者

関連著者

• Sawata Kei

  Hokkaido Univ. Sapporo Jpn

• Hirai Takuro

  Hokkaido Univ. Sapporo Jpn

• Hirai Takuro

  Graduate School Of Agriculture Hokkaido University

• KOIZUMI Akio

  Graduate School of Agriculture, Hokkaido University

• Sawata Kei

  Graduate School Of Agriculture Hokkaido University

• Sawata Kei

  Institute Of Wood Technology Akita Prefectural University

• Koizumi Akio

  Graduate School Of Agriculture Hokkaido University

• Sasaki Yoshihisa

  Hokkaido Univ. Sapporo Jpn

• SAWATA Kei

  Graduate School of Agriculture, Hokkaido University

• Sasaki Yoshihisa

  Graduate School Of Agriculture Hokkaido University

• 飯島 泰男

  秋田県立大学 木材高度加工研究所

• HIRAI Takuro

  Graduate School of Agriculture, Hokkaido University

• MOTOYAMA Jun-ichi

  Graduate School of Agriculture, Hokkaido University

• SASAKI Yoshihisa

  Graduate School of Agriculture, Hokkaido University

• Motoyama Jun-ichi

  Graduate School Of Agriculture Hokkaido University

• SASAKI Takanobu

  Institute of Wood Technology, Akita Prefectural University

• Ikeda Keisuke

  Graduate School Of Pharmaceutical Sciences Kyoto University

• DOI Shuichi

  Graduate School of Life and Environmental Sciences, University of Tsukuba

• IIJIMA Yasuo

  Institute of Wood Technology, Akita Prefectural University

• Sasaki Takanobu

  Institute Of Wood Technology Akita Prefectural University

• Doi Shuichi

  Graduate School Of Life And Environmental Sciences University Of Tsukuba

• Iijima Yasuo

  Akita Prefectural Univ. Noshiro Jpn

• Iijima Yasuo

  Institute Of Wood Technology Akita Prefectural University

• Ikeda Keisuke

  Graduate School Of Agriculture Hokkaido University

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著作論文

• Effect of Member Thickness and Nail Length Projecting from Main Member on Shear Performance of Single Shear Nailed Joints
• Evaluation of drag coefficients of poplar-tree crowns by a field test method
• Effect of decay on shear performance of dowel-type timber joints
• Bending resistance of repaired column members and shear resistance of opening frames with repaired columns of conventional Japanese wooden houses
• Nondestructive measurement of cross-sectional shape of a tree trunk
• Effective lateral resistance of combined timber joints with nails and bolts

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