Abstract
Through low–cycle repetitive loading experiment of a two-bay two-story lightweight steel frame, the paper studies pseudo dynamic test study of lighweight steel frame using column web post-buckling strength. It studies failure pattern, hysteresis property, energy mechanism, energy dissipation and rigidity degeneration of lighweight steel frame under seismic load. The results show lighweight steel frame have good aseismatic property and good energy dissipation at node domain.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
