Seismosoft | Earthquake Engineering Solutions

I know that.I mean for analysis of damaged element it would be better to indicate that in FIBER BEAM-COLUMN ELEMENT

<r>Dear Seismostruct team,<br/>
For modeling of Concrete Cracked Sections, and checking of Performance of this sections during next loading (earthquakes), it would be better if for example this fibers which i show in this image can be omitted for a few fiber sections along the element.<br/>
I mean ...

Thanks [:)]

<t>quote:Originally posted by z.gronti<br/>
<br/>
Dear salar,<br/>
<br/>
A number of 700 predefined most common steel sections was available in old versions of SeismoStruct. In the new version of SeismoStruct v7.0 this number has been overdoubled (almost 1500 predefined steel sections are now ...

Dear Seismostruct team,
I really appreciate for v.7, It gets much better for modeling concrete structures. But for steel frame structures, steel fiber sections are very low and it would be better if New steel sections which is recommend before are added in next version.

Thanks

thanks,
But sorting the element and point is really needed.

<r>Dear seismosoft team'<br/>
While we click "Edit reinforcement pattern" steel rebar is gotten half in confined area and half in unconfined area <br/>
and diameter of stirrup and half longitudinal steel rebar is not included for distance of steel rebar from confine area. It is really important and ...

Hi huffe
Would you please,give me an other email address beside:Tim.Huff@tn.gov
Google can't send files to @tn.gov
my email address: salar.d.ghashghaei@gmail.com

Thanks, I sent to your email.

<r>Dear huffe,<br/>
Thanks for your help. I checked steel-bl and it doesn't changed.<br/>
XTRACT stop the analysis while confined strain reached to ecu. if assume <br/>
seismostruct continue loading the structure once a bar fracture occurs so the curvature is okey, but as you see the Moment strength ...