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- W2364831676 abstract "In order to investigate the seismic behavior of the steel beam- to- column moment, cyclic- loading tests were conducted on six large- scale welded flange- bolted web and full welded steel beam- to- column moment connections, a constant axial force was applied at the end of the column during the test. Results of the experiment showed that such connections didn't have enough ductility, the results also showed that the ductility of the full weld connections were better than the welded flange- bolted web ones, and connections with weaker panel zone could develop larger plastic deformation. Weld quality appears to have crucial influence on the response of the specimens. Finally, suggestion on design and fabrication based on the results of experiment are presented." @default.
- W2364831676 created "2016-06-24" @default.
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- W2364831676 date "2001-01-01" @default.
- W2364831676 modified "2023-09-27" @default.
- W2364831676 title "Cyclic-loading Performance of Steel Beam-to-column Moment Connections" @default.
- W2364831676 hasPublicationYear "2001" @default.
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