Seismosoft | Earthquake Engineering Solutions

<r>Hi Federica!<br/>
<br/>
Thanks a lot! You have solved my problem! <E>:)</E><br/>
<br/>
I had not thought to do that.<br/>
<br/>
Just a simple question, the program considers the two profiles attached? <br/>
obviously, I have already considered an increase of confinement in the RC section.<br ...

What I need is the rectangular version of the section: "Composite circular section".

Thanks

Matteo

Hi Federica

Thanks for the answer!

Unfortunately, I can not find a section in seismostruct suits my needs.
I have to use a RC rectangular section, with steel L-shaped symetric that make up the jacket.

Matteo

<t>Hello friends. <br/>
<br/>
Is it possible to create a RC section with steel profiles jacketed?<br/>
<br/>
I tried using the section: "Reinforced Concrete Jacketed rectangular section - rcjrs", but I can not do what I want.<br/>
<br/>
In the "Help" section it is written that "steel-or FRP-wrapping ...

I sent an email to have the old version.

Thank you Seismosoft!

Dear Benbou,
I tried to do exactly what you wrote, but unsuccesfully (although Win XP).

Thanks anyway

Hi Benoit.

I tried to use your trick, but to me it does not work! Can you tell me exactly how you do it?

Thank you

<t>Good morning to everybody. <br/>
<br/>
I have a problem with the new version of Seismostruct. In the previous version, I had a 2D model of a simple frame made of concrete reinforced with FRP (FRP-confined concrete Nonlinear model) it worked without any problems(Dynamic time-history analysis). <br ...

Hello everyone.
I have a simple question to ask yourself, how can I calculate the energy dissipated by all the structural elements in a dynamic time history analysis?
Is it possible with Seismostruct?
Thank you for your attention

Thanks Ricardo! Hola! [:)]