modeling of buckling restrained braces in a Rc moment frame

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saharnaz
Posts: 40
Joined: Fri Oct 24, 2014 10:58 pm

modeling of buckling restrained braces in a Rc moment frame

Post by saharnaz »

Hi
my model is a 6 story 2 bay Rc moment frame that i've used buckling restrained knee braces in it,but the pushover analysis dose not converge?
what should i do?
has anyone done this before?
jackjo
Posts: 14
Joined: Fri Mar 07, 2014 11:31 pm

Re: modeling of buckling restrained braces in a Rc moment fr

Post by jackjo »

Hi saharnaz
To repkly your question, first I should know some points:
Did you use fiber sections in RC frame? what kind element did you use for modeling buckling restrained knee braces?
saharnaz
Posts: 40
Joined: Fri Oct 24, 2014 10:58 pm

Re: modeling of buckling restrained braces in a Rc moment fr

Post by saharnaz »

Hi
yes i use fiber section.for yeilding part of brb,truss element.and for the rest of brb,elastic beam column.
jackjo
Posts: 14
Joined: Fri Mar 07, 2014 11:31 pm

Re: modeling of buckling restrained braces in a Rc moment fr

Post by jackjo »

if you use test "NormDispIncr" , increase number of iteration.
I have some papers about BUCKLING RESTRAINED BRACES, my email is jackjojack16@gmail.com, for sending these papers, please mail me, if you want.
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