21318 BUCKLING BEHAVIOR OF CHORD MEMBERS IN A TRIANGULAR SPACE TRUSS
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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
- 1989-09-01
著者
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Mcguire John
熊本大学
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Ogawa Koji
熊本大学
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Ogawa Koji
Kumamoto Univ.
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KUROBANE YOSHIAKI
Kumamoto Univercity
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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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Kurobane Yoshiaki
Kumamoto Univ
関連論文
- 214 BEHAVIOR OF YIELD HINGE AT GIRDER END UNDER ALTERNATING BENDING
- 226 EXPERIMENTAL INVESTIGATION OF THE EFFECTIVE LENGTH FACTOR IN SPACE TRUSSES
- 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.