21119 Ductility of tubular K-joints and trusses where braces buckle locally.
スポンサーリンク
概要
- 論文の詳細を見る
- 社団法人日本建築学会の論文
- 1985-09-10
著者
-
Makino Yuji
Kumamoto Univ.
-
Ogawa Koji
Kumamoto Univ.
-
Kurobane Yoshiaki
Kumamoto Univ
-
Ochi Kenshi
Kumamoto Univ.
-
Makino Yuji
Kumamoto Univ
-
Ochi Kenshi
Kumamoto Univ
-
Marino Yuji
Kumamoto Univ.
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.
- Basis for design of unstiffened tubular joints under axial brace loading
- Further Tests on CHS K-joints with Various d/D Ratios
- 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.