Seismosoft | Earthquake Engineering Solutions

Dear SeismoSoft Support Team,
Thank you very much for your help.

<t>Hi there,<br/> Thank you very much for your help all the way to understand the topic. Still, I have few questions.<br/> In new version of SismoStruct-7, for FRP confined concrete we need to provide the FRP jacket properties, such as 1)Jacket thickness (m):0.000111, b) FRP Elastic modules (GPa): 2...

<t>Thank you very much Huffle for your reply.<br/> yes, I have verified all the materials properties with experiment. I am providing same material properties for experimental and numerical analysis.<br/> I have verified that the boundary condition also same as the experiment. However, the experiment...

<t>Hi there,<br/> I am running static time history analysis of reinforced concrete single column as built columns and CFRP strengthen columns.<br/> <br/> As built column experimental results shows that the strength of columns is degraded after 3% drift, whereas for as built column numerical results ...

<t><br/> <br/> I am modeling a Reinforced concrete column; as built column and strengthens with CFRP composites. I am running Static time-history analysis.I use the following properties and section.<br/> <br/> Material name: Concrete (Con_ma)<br/> Longitudinal steel rebar: stl_mp<br/> Lateral steel ...

<t>Hi there,<br/> Thank you very much for your reply and advise sir, I appreciate you.<br/> <br/> I am modeling a Reinforced concrete column; as built column and strengthens with CFRP composites. I am doing Static time-history analysis.I use the following properties and section.<br/> <br/> Material ...

<t>Hi there,<br/> How do I model FRP confined circular RC column. Should I use the Material Type :Frp_tl?<br/> For the section, should I select a composite circular section? or Reinforced Concrete Circular Section?<br/> <br/> For the confinement factor: there is an Option to provide the FRP materiel...