Monotonic behaviour of composite column to beam connections

Engineering Structures

Volumn 23, Issue 9, 2001, Pages 1152-1161

  Beutel, Jason ^a   Thambiratnam, David ^a   Perera, Nimal ^b  

^a QUEENSLAND UNIVERSITY OF TECHNOLOGY   (Australia)

^b Robert Bird Group Pty Ltd   (Australia)

Author keywords

Beam column joints; Concrete filled steel tube; Cyclic behaviour; Monotonic behaviour

Indexed keywords

COLUMNS (STRUCTURAL); CONCRETE BEAMS AND GIRDERS; CYCLIC LOADS; STIFFNESS; TUBULAR STEEL STRUCTURES;

MONOTONIC BEHAVIOR;

CONNECTORS (STRUCTURAL);

JOINT;

EID: 0035452207     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00002-5     Document Type: Article

References (15)

1. Analytical behaviour of connections to concrete-filled steel tubes
2. Experimental behaviour of connections to concrete-filled steel tubes
3. Elasto-plastic behaviour of beam-concrete filled circular column connections with internal stiffeners
4. Elasto-plastic behavior of the beam to concrete filled circular steel column connections with external stiffener rings
5. Connection of beam flange to concrete-filled tubular column
6. Moment resisting connection for mixed construction
7. Behavior of hybrid composite structural earthquake resistant joints
8. A tentative design guideline for a new steel beam connection detail to composite tube columns
9. On the behaviour and design of composite column to beam connections under seismic loads
10. prENV 1993-1-1 Eurocode 3, design of steel structures
11. Seismic-resistant steel moment connections: Developments since the 1994 Northridge earthquake
12. Evaluation of proposed revisions to AS3600 bond strength provisions
13. Classification system for beam-column connections