Abstract
AbstractFor seismic design of steel special moment frames (SMFs) the current seismic provisions require the use of continuity plates when either the proportion between the beam flange width and col...
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
