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- W2360417786 abstract "With the low cyclic repeated loading tests of four cold-bending thin-walled C beam-to-column joints,as well as take the pitch of bolts and thickness of gusset plate as parameters,the hysteresis curve,ductility,carrying capacity,stiffness degradation,capacity of energy dissipation,and characteristics of failure for the joints are researched and analyzed.The results indicate that cold-bending thin-walled C beam-to-column joints are with fusiform hysteresis curve,ductility factor is between 2.38 and 3.56,faster stiffness degradation when reach ultimate load,and stronger capacity of energy dissipation.Since the final failures of the joints are cold-bending thin-walled C steel beams will be flexural,the pitch of bolts and thickness of gusset plate have no significant influences on the bearing and anti-seismic performances of the joints." @default.
- W2360417786 created "2016-06-24" @default.
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- W2360417786 date "2010-01-01" @default.
- W2360417786 modified "2023-09-27" @default.
- W2360417786 title "Experimental Study on Anti-seismic Performance of Joints on Cold-bending Thin-walled C Steel" @default.
- W2360417786 hasPublicationYear "2010" @default.
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