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- W2118917116 abstract "This study presents the development of the ductile detail of a T-stiffener added to existing moment connections. The seismic behavior of the aforementioned detail was investigated analytically as well as experimentally. A new design criterion is developed for a horizontal element of T-stiffener. Results of this study indicate that the crack propagation is eliminated using the new proposed procedure. This means that by utilizing a fillet weld as a replacement for a CJP groove weld in joining the T-stiffener to a beam flange eliminates crack propagation at the tip of the T-stiffener on the beam flange. In the experimental program, the specimens performed well during the test and reached a total story drift angle of 6% radians before experiencing 20% strength degradation." @default.
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- W2118917116 date "2009-04-01" @default.
- W2118917116 modified "2023-10-18" @default.
- W2118917116 title "Seismic performance of ductile welded connections using T-stiffener" @default.
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- W2118917116 doi "https://doi.org/10.1016/j.jcsr.2008.05.007" @default.
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