Detailed Information
Cited 0 time in 
Cited 0 time in 
Cited 0 time in
Metadata Downloads
Seismic behavior of welded unreinforced flange-welded web moment connections
- Authors
- Han, Sang Whan; Jung, Jieun; Moon, Ki-hoon
- Issue Date
- Jul-2014
- Publisher
- Earthquake Engineering Research Institute
- Citation
- NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering, pp.1 - 7
- Indexed
- SCOPUS
- Journal Title
- NCEE 2014 - 10th U.S. National Conference on Earthquake Engineering: Frontiers of Earthquake Engineering
- Start Page
- 1
- End Page
- 7
- Abstract
- AISC 358 (2010) specifies the welded unreinforced flange-welded web (WUF-W) moment connection as a prequalified connection for a special moment frame (SMF). This study conducted experiments using four test WUF-W specimens subjected to reversed cyclic loads. The specimens satisfied the design and detail criteria specified in AISC 341 (2010) and AISC 358 (2010). In this study, the test variables were beam depth and panel zone strength ratio. It was observed that WUF-W connections with a 700 mm beam depth satisfied the qualification criteria for SMF connections whereas WUF connections with a 900 mm beam depth did not meet the criteria regardless of the panel zone strength ratios.
- Files in This Item
- Go to Link
- Appears in
Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)