Cyclic loading of end plate moment connections

Canadian Journal of Civil Engineering

Volumn 27, Issue 4, 2000, Pages 683-701

  Adey, B T ^a   Grondin, G Y ^a   Cheng, J J R ^a  

^a EPFL   (Switzerland)

Author keywords

Cyclic loading; Energy absorption; Extended end plates; Moment connections; Steel; Yield line

Indexed keywords

BEAMS AND GIRDERS; BEARING CAPACITY; BENDING STRENGTH; BOLTS; CYCLIC LOADS; DUCTILITY; ENERGY DISSIPATION; FAILURE ANALYSIS; JOINTS (STRUCTURAL COMPONENTS); STRUCTURAL ANALYSIS; WELDING;

BOLT BENDING; END PLATE MOMENT CONNECTIONS; PLASTIC MOMENT CAPACITY; TENSION STIFFENERS;

PLATES (STRUCTURAL COMPONENTS);

LOAD (FORCES);

EID: 0034252759     PISSN: 03151468     EISSN: None     Source Type: Journal    
DOI: 10.1139/l99-080     Document Type: Article

References (26)

1. Behaviour of extended end plate moment connections under cyclic loading
2. High-strength bolted connections subject to prying
3. Assessing steel damage in the Northridge earthquake
4. Behaviour of extended end-plate connections under cyclic loading
5. Cyclic behavior of extended end-plate joints
6. I.D. beam-to-column moment connections
7. The split tee analogy in bolted splices and beam-column connections
8. Extended end-plate connections under cyclic loading: Behaviour and design
9. A fresh look at bolted end-plate behavior and design
10. Behavior and design of large-capacity moment end plates
11. Limit design of extended end-plate connections
12. Research on end-plate connections for seismic loading: An update
13. Lessons learned from the Northridge earthquake
14. Strength of moment end-plate connections with multiple bolt rows at the beam tension flange
15. Seismic loading of moment end-plate connections: Some preliminary results
16. Use of snugtightened bolts in end plate connections
17. A limit state design method for the tension region of bolted beam column connections
18. What went wrong with steel connections at Northridge
19. Performance of steel structures during the 1994 Northridge earthquake
20. Seismic design of steel buildings: Lessons from the 1995 Hyogo-Ken Nanbu earthquake
21. End plate moment connections for cyclic loads
22. Cyclic behavior of end-plate moment connections
23. Performances and damages to steel structures during the 1995 Hyogoken-Nanbu earthquake
24. Welded and bolted beam-to-column connections