Search found 2421 matches

by seismosoft
08 Dec 2023, 10:06
Forum: 03-Analytical/modelling capabilities
Topic: Stress Strain values of 0 for Non-Linear analysis
Replies: 2
Views: 6502

Re: Stress Strain values of 0 for Non-Linear analysis

Hello sm3082,

Indeed there is a problem in the el_mat material model and the stress point values are not exported correctly. We will fix this in the next release of the program. Many thanks for reporting this.
Seismosoft Support
by seismosoft
04 Dec 2023, 16:47
Forum: 04-Unexpected behaviour/errors
Topic: Cracked/Uncracked stiffness in RSA
Replies: 6
Views: 9980

Re: Cracked/Uncracked stiffness in RSA

This is implied from the calculations to estimate the target displacement, whereby the period from the eigenvalue analysis is employed to calculate the effective period Teff.
Seismosoft Support
by seismosoft
04 Dec 2023, 16:33
Forum: 03-Analytical/modelling capabilities
Topic: Bond Slip in RC Shear Wall and Foundation
Replies: 3
Views: 8717

Re: Bond Slip in RC Shear Wall and Foundation

Unfortunately, we are not aware of such a study.
Seismosoft Support
by seismosoft
30 Nov 2023, 10:42
Forum: 03-Analytical/modelling capabilities
Topic: Code-based Spectra for ASCE 41-17
Replies: 8
Views: 25415

Re: Code-based Spectra for ASCE 41-17

Hello, Kirkaguel and fernnie_gae, We updated today the SeismoBuild release that is currently available. In the new release (v2024 Release-1, build-5) the labels of the textboxes have been changes to Ss and S1 and now it is clear that Fa and Fv are then applied to these values. Apologies for the time...
by seismosoft
29 Nov 2023, 15:07
Forum: 03-Analytical/modelling capabilities
Topic: Code-based Spectra for ASCE 41-17
Replies: 8
Views: 25415

Re: Code-based Spectra for ASCE 41-17

Thank you both for your feedback.
We sent this post to the developers, they will check things and we will come back to you as soon as possible.
Seismosoft Support
by seismosoft
29 Nov 2023, 15:06
Forum: 03-Analytical/modelling capabilities
Topic: Higher Mode Effect
Replies: 2
Views: 3237

Re: Higher Mode Effect

1) In order to increase the number of exported eigen-modes with the Lanczos method, you need to increase the number of iterations of the eigen-solver. 2) If you increase the number of modes, you will probably get the rest of the rotational mass. Note that if you have a basement the basement masses a...
by seismosoft
29 Nov 2023, 14:45
Forum: 03-Analytical/modelling capabilities
Topic: Control Node
Replies: 3
Views: 3591

Re: Control Node

Unfortunately, this printout cannot be done with the current version of SeimoBuild.
Seismosoft Support
by seismosoft
29 Nov 2023, 14:43
Forum: 03-Analytical/modelling capabilities
Topic: Strength Ratio Limit
Replies: 1
Views: 3073

Re: Strength Ratio Limit

Unfortunately, this check is not included in the current version of SeimoBuild. We will keep a note for the development of a similar feature in a future release of the software.
Seismosoft Support
by seismosoft
29 Nov 2023, 14:41
Forum: 03-Analytical/modelling capabilities
Topic: Pushover Curve Graph with Degradation
Replies: 1
Views: 2503

Re: Pushover Curve Graph with Degradation

Unfortunately, this is not possible. However, you can copy and paste the data to Excel and make the calculations there .
Seismosoft Support
by seismosoft
29 Nov 2023, 14:40
Forum: 03-Analytical/modelling capabilities
Topic: Maximum modes
Replies: 2
Views: 3140

Re: Maximum modes

If you using the Lanczos algorithm, try the more stable Jacobi with Ritz transformation algorithm. Note that if you have a basement the basement masses are extremely difficult to get activated, due to the lateral supports.
Seismosoft Support

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