Testing of beam-to-RHS column connections without weld-access holes

International Journal of Offshore and Polar Engineering

Volumn 12, Issue 3, 2002, Pages 229-235

  Miura, K ^a   Makino, Y ^a   Obukuro, Y ^a   Kurobane, Y ^a   van der Vegte, G J ^a   Tanaka, M ^a   Tokudome, K ^a  

^a KUMAMOTO UNIVERSITY   (Japan)

Author keywords

Beam to column connection; Cyclic load; Field welding; Full scale test; Seismic design; Tubular steel structure; Weld access hole

Indexed keywords

BRITTLENESS; COLUMNS (STRUCTURAL); HINGES; MECHANICAL TESTING; PLASTIC DEFORMATION; STRENGTH OF MATERIALS; WELDS;

MOMENT CAPACITIES;

BEAMS AND GIRDERS;

BEAM; COLUMN; CONNECTION; FULL SCALE TEST; OFFSHORE PLATFORM; WELDING;

EID: 0036740763     PISSN: 10535381     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Full-scale test on plastic rotation capacity of steel wide-flange beams connected with square tube steel columns
2. Recommendation for design of connections in steel structures
3. Eurocode 8-design provisions for earthquake resistance of structures, parts 1-1, 1-2, 1-3, ENV 1998-1-1, 1-2, 1-3
4. Improvement of I-Beam-to-RHS column moment connections for avoidance of brittle fracture
5. Flexural strength of beam web to square tube column joints