论文信息 - ELASTO-PLASTIC BEHAVIOR OF HIGH STRENGTH BOLTED FRICTION JOINTS AT STEEL BEAM END - 字舞流文

ELASTO-PLASTIC BEHAVIOR OF HIGH STRENGTH BOLTED FRICTION JOINTS AT STEEL BEAM END

Naoki Tanaka | Akio Tomita | Katsumi Kawamoto | Koichi Suzuki

[1] Ben Kato. PREDICTION OF THE VULNERABILITY OF PREMATURE RUPTURE OF BEAM-TO-COLUMN CONNECTION : Welded flanges and bolted web type , 2000 .