Cyclic Performance of Welded Unreinforced Flange-Welded Web Moment Connections
- Title
- Cyclic Performance of Welded Unreinforced Flange-Welded Web Moment Connections
- Author
- 한상환
- Keywords
- BEHAVIOR; DETAILS; TESTS
- Issue Date
- 2014-11
- Publisher
- Earthquake Engineering Research Institute
- Citation
- Earthquake spectra, 2014, 30(4), P.1663-1682
- Abstract
- The welded unreinforced flange-welded web (WUF-W) moment connection is a prequalified connection for the special moment frame (SMF) specified in AISC 358-10. In this study, inelastic cyclic tests of four WUF-W specimens were conducted to evaluate the seismic performance of WUF-W connections with different beam depths and panel zone strength ratios. The specimens were made to satisfy the design and detailing criteria specified in AISC 341-10 and AISC 358-10. Test results showed that the WUF-W connections with a beam depth of 692 mm passed the acceptance criteria required for SMF connections, whereas the WUF-W connections with a beam depth of 890 mm did not meet the criteria.
- URI
- http://earthquakespectra.org/doi/abs/10.1193/080212EQS250Mhttp://hdl.handle.net/20.500.11754/53258
- ISSN
- 8755-2930; 1944-8201
- DOI
- 10.1193/080212EQS250M
- Appears in Collections:
- COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
- Files in This Item:
There are no files associated with this item.
- Export
- RIS (EndNote)
- XLS (Excel)
- XML