Search found 833 matches

by z.gronti
04 Nov 2024, 10:00
Forum: 03-Analytical/modelling capabilities
Topic: Crack Width
Replies: 1
Views: 109

Re: Crack Width

Dear mma22,

This option is not available in SeismoStruct.
by z.gronti
29 Oct 2024, 12:10
Forum: 02-Getting started with the modelling
Topic: Shear reinforcement
Replies: 1
Views: 114

Re: Shear reinforcement

Dear Nemanja_BL, In SeismoBuild, it is not possible to assign different reinforcement configurations within a single column or wall. However, varying reinforcement can be assigned to the start, middle, and end sections within the same beam. Currently, it is not possible to show demand (in spectral m...
by z.gronti
18 Oct 2024, 08:07
Forum: 02-Getting started with the modelling
Topic: Loads
Replies: 5
Views: 1758

Re: Loads

Dear ESTRUCTO,

I think that you should first pay attention to the error message you receive, because this message will probably show you the problem in your model.
by z.gronti
24 Sep 2024, 09:19
Forum: 04-Unexpected behaviour/errors
Topic: An unknown error
Replies: 4
Views: 220

Re: An unknown error

Dear hshs1283,

Please send me detailed information about the steps you follow to receive this message to my email address z.gronti@seismosoft.com.
by z.gronti
23 Sep 2024, 11:12
Forum: 04-Unexpected behaviour/errors
Topic: An unknown error
Replies: 4
Views: 220

Re: An unknown error

Dear hshs1283,

Please download the current version of SeismoStruct v2024, available in Seismosoft's webpage, and check if you face the same problem.
by z.gronti
13 Sep 2024, 11:19
Forum: 06-Referencing and license issues
Topic: academic license
Replies: 2
Views: 226

Re: academic license

Dear khadidja,

You may request for a free academic license key by using the following form
https://seismosoft.com/free-academic-license/
by z.gronti
03 Sep 2024, 14:12
Forum: 03-Unexpected behaviour/errors
Topic: Bending Moment Resistance Calculation for Beams and Columns without FRP application
Replies: 1
Views: 186

Re: Bending Moment Resistance Calculation for Beams and Columns without FRP application

Dear Daniele.arcuri, The parameters you modify will affect the section's bending moment, provided that no steel rupture failure occurs. If a steel rupture failure does occur, these modifications will not impact the section's bending moment. Yes, the equations reported in the D. Biskinis and M. N. Fa...
by z.gronti
03 Sep 2024, 12:28
Forum: 04-Unexpected behaviour/errors
Topic: Issue with Chord Rotation Capacity Calculation in SeismoStruct Using NTC Standards
Replies: 2
Views: 271

Re: Issue with Chord Rotation Capacity Calculation in SeismoStruct Using NTC Standards

Dear Daniele.arcuri,

Could you please send me your project with detailed explanation of your calculations to z.gronti@seismosoft.com to check it?
by z.gronti
03 Sep 2024, 11:51
Forum: 04-Unexpected behaviour/errors
Topic: Load Multiple - NaN in time column
Replies: 3
Views: 184

Re: Load Multiple - NaN in time column

Dear Antrox,

I apologise for this. I thought that we have communicated via email, since the subject was exactly the same. I wait for detailed instructions and the files from your colleague, so that i could check things.

Go to advanced search