Cantilever column elements
Cantilever column elements
(OP)
Do elements of a CANTILEVERED COLUMN BUILDING SYSTEM have to satisfy the ductility requirements for frames? Why?
When was the last time you drove down the highway without seeing a commercial truck hauling goods?
Download nowINTELLIGENT WORK FORUMS
FOR ENGINEERING PROFESSIONALS Come Join Us!Are you an
Engineering professional? Join Eng-Tips Forums!
*Eng-Tips's functionality depends on members receiving e-mail. By joining you are opting in to receive e-mail. Posting GuidelinesJobs |
|
RE: Cantilever column elements
Is it a single storey building which columns are fixed at the foundations and then hinged atop?
In any case, the requirements of ductility, say, moment rotation for a number of cycles, maxiomum displacement in the structure after proper analysis, all refer in the end to the end of the structural life of the structure; think for a moment in the single column highway overpass failed (T support) in the earthquake in Kobe out of lack of ductility: the shorter columns failed even more than the taller (whip effects apart).
So I understand that yes, you need to apply the limits of ductility and whatever requirements (such of displacement) related if the seismic zone so exacts.
Not doing such thing will mean that your structure won't be able to stand the short cycle deformations of the design earthquake, so it being a column acting in cantilever from the foundation I think is not excuse at all. Such thing are tall shearwall against earthquakes and significant attention to the ductility is needed in the details, and other is implied by some code clauses.