Hello, I'm doing some research on SCBF and BRBF, and recently installed the new version of opensees (2.4.2) because i read that now it includes the SteelBRB element, but there is no explanation of it's argument in the wiki, and the only info. that i can get was from the WebSVN. There you can see that the arguments for the element are:
E, sigmaY0, sigmaY_T, alpha_T, beta_T, delta_T, sigmaY_C, alpha_C, beta_C, delta_C, Tol.
Can you explain me what they mean (the only one that is obvious is E), wich are optional, anf if they have default values??
thanks!!!
SteelBRB element
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martinmasanes
- Posts: 38
- Joined: Thu Jun 27, 2013 2:39 pm
- Location: universidad de los andes
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liaopengzhan
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- Joined: Wed Dec 04, 2013 3:00 am
- Location: USTS
Re: SteelBRB element
hi,I am doing the same research with SteelBRB just like yours ,I just don't know how to use this element,either;Have you solve your problems? this is my email: lpz1107@163.com, we can have some discussions.
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baijiulin
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- Joined: Fri Jul 03, 2009 12:37 am
- Location: Harbin Institute of Technology(HIT), China
Re: SteelBRB element
For SteelBRB material, the command is:
uniaxialMaterial SteelBRB $matTag $E $sigmaY0 $sigmaY_T $alpha_T $beta_T $delta_T $sigmaY_C $alpha_C $beta_C $delta_C <Tol> ;
where the meaning of each parameter can be found from http://opensees.berkeley.edu/WebSVN/fil ... p&rev=5427, and also can refer to journal of "Elastoplastic model for steel buckling restrained braces".
uniaxialMaterial SteelBRB $matTag $E $sigmaY0 $sigmaY_T $alpha_T $beta_T $delta_T $sigmaY_C $alpha_C $beta_C $delta_C <Tol> ;
where the meaning of each parameter can be found from http://opensees.berkeley.edu/WebSVN/fil ... p&rev=5427, and also can refer to journal of "Elastoplastic model for steel buckling restrained braces".
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martinmasanes
- Posts: 38
- Joined: Thu Jun 27, 2013 2:39 pm
- Location: universidad de los andes
Re: SteelBRB element
Thanks!, just passing here and found your answer.
Re: SteelBRB element
baijiulin wrote:
> For SteelBRB material, the command is:
> uniaxialMaterial SteelBRB $matTag $E $sigmaY0 $sigmaY_T $alpha_T $beta_T
> $delta_T $sigmaY_C $alpha_C $beta_C $delta_C <Tol> ;
> where the meaning of each parameter can be found from
> http://opensees.berkeley.edu/WebSVN/fil ... p&rev=5427,
> and also can refer to journal of "Elastoplastic model for steel buckling
> restrained braces".
dear baijiulin
i want to know which element should i choose after defining SteelBRB material? corotTruss?
> For SteelBRB material, the command is:
> uniaxialMaterial SteelBRB $matTag $E $sigmaY0 $sigmaY_T $alpha_T $beta_T
> $delta_T $sigmaY_C $alpha_C $beta_C $delta_C <Tol> ;
> where the meaning of each parameter can be found from
> http://opensees.berkeley.edu/WebSVN/fil ... p&rev=5427,
> and also can refer to journal of "Elastoplastic model for steel buckling
> restrained braces".
dear baijiulin
i want to know which element should i choose after defining SteelBRB material? corotTruss?
Re: SteelBRB element
Hello,
How can I get internal variables of the model, like d1, or mu? is it possible?
Thanks!
How can I get internal variables of the model, like d1, or mu? is it possible?
Thanks!
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baikunthasilwal
- Posts: 24
- Joined: Wed Feb 20, 2013 4:23 pm
- Location: University of Virginia
Re: SteelBRB element
Hi Everyone,
Has anyone solved the BRB model issues? If so, Please provide important finding of the model for improving the response of the BRB.
Has anyone solved the BRB model issues? If so, Please provide important finding of the model for improving the response of the BRB.