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- W2011217949 abstract "Welded Unreinforced Flange-Welded Web (WUF-W) connection is one of Special Moment Frame (SMF) specified in ANSI/AISC-358. From the experimental test of WUF-W connection specimens conducted by the previous study, fracture occurred in the beam flange before achieving total inter-story drift angle of 0.04radian required for Special Moment Frames (SMF) system even though the specimens satisfied the design and detailing requirement specified in ANSI/AISC-358. These results are estimated as problem of the access hole geometry. In this study, a full-scale WUF-W connection specimen was made with a modified access hole geometry, and tested with the same test setting and loading as the previous test. From test results, the deformation capacity of the tested WUF-W connection specimen exceeded 4%, which is required for connections in SMF system. Comparing with the WUF-W specimens of the previous study, the strain demand of the beam flange in the tested specimen was decreased and energy dissipation capacity of the specimen was improved." @default.
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- W2011217949 date "2012-12-31" @default.
- W2011217949 modified "2023-10-18" @default.
- W2011217949 title "Experimental Evalutation of the Seismic Performance of WUF-W Moment Connections with a Modified Access Hole" @default.
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- W2011217949 doi "https://doi.org/10.5000/eesk.2012.16.6.021" @default.
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