Unfortunately, we are not aware of such a study.
Seismosoft Support
Search found 2419 matches
- 04 Dec 2023, 16:33
- Forum: 03-Analytical/modelling capabilities
- Topic: Bond Slip in RC Shear Wall and Foundation
- Replies: 3
- Views: 8697
- 30 Nov 2023, 10:42
- Forum: 03-Analytical/modelling capabilities
- Topic: Code-based Spectra for ASCE 41-17
- Replies: 8
- Views: 25391
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...
- 29 Nov 2023, 15:07
- Forum: 03-Analytical/modelling capabilities
- Topic: Code-based Spectra for ASCE 41-17
- Replies: 8
- Views: 25391
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
We sent this post to the developers, they will check things and we will come back to you as soon as possible.
Seismosoft Support
- 29 Nov 2023, 15:06
- Forum: 03-Analytical/modelling capabilities
- Topic: Higher Mode Effect
- Replies: 2
- Views: 3213
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...
- 29 Nov 2023, 14:45
- Forum: 03-Analytical/modelling capabilities
- Topic: Control Node
- Replies: 3
- Views: 3568
Re: Control Node
Unfortunately, this printout cannot be done with the current version of SeimoBuild.
Seismosoft Support
Seismosoft Support
- 29 Nov 2023, 14:43
- Forum: 03-Analytical/modelling capabilities
- Topic: Strength Ratio Limit
- Replies: 1
- Views: 3058
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
Seismosoft Support
- 29 Nov 2023, 14:41
- Forum: 03-Analytical/modelling capabilities
- Topic: Pushover Curve Graph with Degradation
- Replies: 1
- Views: 2485
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
Seismosoft Support
- 29 Nov 2023, 14:40
- Forum: 03-Analytical/modelling capabilities
- Topic: Maximum modes
- Replies: 2
- Views: 3126
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
Seismosoft Support
- 29 Nov 2023, 14:37
- Forum: 03-Analytical/modelling capabilities
- Topic: 150% of Target Displacement
- Replies: 1
- Views: 2658
Re: 150% of Target Displacement
You can increase the Maximum Interstorey Drift from the default 2% to a larger value (Code Requirements>Analysis Type - Lateral Load Profile)
Seismosoft Support
Seismosoft Support
- 23 Nov 2023, 15:38
- Forum: 03-Analytical/modelling capabilities
- Topic: Control Node
- Replies: 3
- Views: 3568
Re: Control Node
Apart from the automatic selection of the control node, according to the requirements of the selected code, there is the possibility of the definition of the control node at the center of a specific slab (Building Modeller settings>Structural Modelling tab). However, it is not possible to directly s...