Kurobane Yoshiaki | Kumamoto Univ
スポンサーリンク
概要
関連著者
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Kurobane Yoshiaki
Kumamoto Univ
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Makino Yuji
Kumamoto Univ
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KUROBANE YOSHIAKI
Kumamoto Univercity
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Ochi Kenshi
Kumamoto Univ.
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Ochi Kenshi
Kumamoto Univ
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Makino Yuji
Kumamoto Univ.
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Ogawa Koji
Kumamoto Univ.
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Kurobane Yoshiaki
Kumamoto University
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Konomi Mitsuo
Nippon Kokan K.K.
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Mcguire John
熊本大学
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白石 元継
熊大大学院
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Ogawa Koji
熊本大学
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Kurobane Yoshiaki
熊本大学
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Yamanari Minoru
熊本大学
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McGUIRE John
Kumamoto University
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YAMANARI Minoru
Kumamoto University
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MORITA Mizuu
Kumamoto Univ.
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Kurobane Yoshiaki
Kumamoto Univ.
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Ishii Toshiaki
Kumamoto Univ
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HAYASHIDA Masanobu
Kumamoto University
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Marino Yuji
Kumamoto Univ.
著作論文
- 214 BEHAVIOR OF YIELD HINGE AT GIRDER END UNDER ALTERNATING BENDING
- 21318 BUCKLING BEHAVIOR OF CHORD MEMBERS IN A TRIANGULAR SPACE TRUSS
- 297 Overall Chord Bending Effects on Ultimate Capacity of Tubular T-Joints
- 21119 Ductility of tubular K-joints and trusses where braces buckle locally.
- RELIABILITY-BASED CRITERIA FOR RESISTANCE FACTOR FOR TUBULAR K-JOINT--Pt.1
- RELIABILITY-BASED CRITERIA FOR RESISTANCE FACTOR FOR TUBULAR K-JOINT--Pt.2
- BRITTLE FRACTURE TESTS OF FULL-SCALE WIDE-FLANGE BEAMS : WITH EDGE NOTCHES UNDER IMPACT BENDING---Part 1
- BRITTLE FRACTURE TESTS OF FULL-SCALE WIDE-FLANGE BEAMS : WITH EDGE NOTCHES UNDER IMPACT BENDING---Part 2
- FATIGUE STRENGTH OF TUBULAR K-JOINTS.S-N Relationships Proposed as Tentative Desigh Criteria...Part 1.
- FATIGUE STRENGTH OF TUBULAR K-JOINTS.S-N Relationships Proposed as Tentative Desigh Criteria…Part 2.