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?
modeling of buckling restrained braces in a Rc moment frame
Moderators: silvia, selimgunay, Moderators
Re: modeling of buckling restrained braces in a Rc moment fr
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?
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?
Re: modeling of buckling restrained braces in a Rc moment fr
Hi
yes i use fiber section.for yeilding part of brb,truss element.and for the rest of brb,elastic beam column.
yes i use fiber section.for yeilding part of brb,truss element.and for the rest of brb,elastic beam column.
Re: modeling of buckling restrained braces in a Rc moment fr
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.
I have some papers about BUCKLING RESTRAINED BRACES, my email is jackjojack16@gmail.com, for sending these papers, please mail me, if you want.