Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements

Engineering Structures

Volumn 23, Issue 9, 2001, Pages 1194-1201

  Kang, Chang Hoon ^a   Shin, Kyung Jae ^b   Oh, Young Suk ^c   Moon, Tae Sup ^a  

^a Hanyang University   (South Korea)

^b Hannam University   (South Korea)

^c Daejeon University   (South Korea)

Author keywords

Column to beam connections; Concrete filled tube; Cyclic loading; Stiffeners; Welded connections

Indexed keywords

CHEMICAL ELEMENTS; CYCLIC LOADS; FINITE ELEMENT METHOD; STIFFNESS; WELDING;

CONCRETE-FILLED TUBULAR (CFT) COLUMNS; H-BEAM CONNECTIONS;

HYSTERESIS;

BEAM;

EID: 0035452091     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(00)00119-X     Document Type: Article

References (10)

1. Seismic behaviour of concrete filled tube column-to-WF steel beam moment connections
2. Rigid framing connections for the tubular column
3. W-shape beam to RHS column connections
4. Use of external T-stiffeners in boxcolumn to beam connections
5. Welded interior box-column to I-beam connections
6. Behaviour of concrete-filled column connections using plates
7. Test of concrete-filled box column to H-beam connections
8. Design of steel MRF connections before and after 1994 Northridge earthquake