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- W2385511318 abstract "In order to investigate the seismic behavior of steel beam to column connection with cantilever beam splicing, cyclic loading test of four such specimens were carried out with particular attention paid to splice joints. Grade 10.9 frictional type high strength bolts were used in the joint with flanges and web spliced. Results showed that the ductility of bolted splice joint is much better than that of the welded one; weaker splice joints develop larger plastic deformation; frictional slipping between faying surfaces, bearing of bolts to hole surfaces and buckling of flange splice plates are all helpful to connection energy dissipation; but slipping is accompanied by shrill sound, which will produce mental panic to people. Design suggestions based on test results are presented: a weaker beam splice will improve rotation capacity of beam to column connection, reduce the transfer of seismic energy to weld joint and delay its brittle fracture." @default.
- W2385511318 created "2016-06-24" @default.
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- W2385511318 date "2003-01-01" @default.
- W2385511318 modified "2023-09-22" @default.
- W2385511318 title "Experimental study of steel beam-to-column connection with cantilever beam splicing under cyclic loading" @default.
- W2385511318 hasPublicationYear "2003" @default.
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