BRITTLE FRACTURE TESTS OF FULL-SCALE WIDE-FLANGE BEAMS : WITH EDGE NOTCHES UNDER IMPACT BENDING---Part 1

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概要

• 論文の詳細を見る
• 社団法人日本建築学会の論文
• 1972-09-05

著者

• Kurobane Yoshiaki

  Kumamoto Univ

• Kurobane Yoshiaki

  Kumamoto University

• HAYASHIDA Masanobu

  Kumamoto University

関連論文

• 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.

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