Search found 41 matches
- 05 Dec 2023, 17:04
- Forum: 03-Analytical/modelling capabilities
- Topic: Bond Slip in RC Shear Wall and Foundation
- Replies: 3
- Views: 8712
Re: Bond Slip in RC Shear Wall and Foundation
Can you suggest a link element that would be suitable for such an application? There is the takeda model that is given in the verification report on beam-column joints.
- 04 Dec 2023, 10:12
- Forum: 03-Analytical/modelling capabilities
- Topic: Bond Slip in RC Shear Wall and Foundation
- Replies: 3
- Views: 8712
Bond Slip in RC Shear Wall and Foundation
Hello
Is there a study or seismostruct verification that uses a modeling technique (possibly using a 'link element') to model the bond-slip of plain bars occurring at the foundation of a RC wall?
Is there a study or seismostruct verification that uses a modeling technique (possibly using a 'link element') to model the bond-slip of plain bars occurring at the foundation of a RC wall?
- 01 Aug 2023, 08:52
- Forum: 03-Analytical/modelling capabilities
- Topic: Tension and Compression Forces on a RC Wall
- Replies: 2
- Views: 1391
Re: Tension and Compression Forces on a RC Wall
Thank you, you mean I can calculate the tension/compression forces from the stress monitoring point.
Force = stress on monitoring point X Area of monitoring point
Force = stress on monitoring point X Area of monitoring point
- 30 Jul 2023, 13:23
- Forum: 03-Analytical/modelling capabilities
- Topic: Unable to apply the next load step in dynamic time-history
- Replies: 7
- Views: 3680
Re: Unable to apply the next load step in dynamic time-history
thank you, I was able to solve it.
- 30 Jul 2023, 13:08
- Forum: 03-Analytical/modelling capabilities
- Topic: Tension and Compression Forces on a RC Wall
- Replies: 2
- Views: 1391
Tension and Compression Forces on a RC Wall
Dear Developers If I am modeling a single wall (say 1m width x 1m height x 0.1m thickness) using an inelastic frame element and subjecting it to cyclic loading, how do I capture the tensile and compressive force acting on the shorter side of the RC wall ? In the post-processor option under 'Element ...
- 22 Jul 2023, 18:58
- Forum: 03-Analytical/modelling capabilities
- Topic: Unable to apply the next load step in dynamic time-history
- Replies: 7
- Views: 3680
Re: Unable to apply the next load step in dynamic time-history
Possibly there is a connectivity error in the strengthened model. Have you checked the shapes of all the modes in eigenvalue analysis? Also, make sure that you are applying the correct ground motion in dynamic analysis; it is a typical error in dynamic analysis to confuse the units (e.g. g against ...
- 18 Jul 2023, 12:15
- Forum: 03-Analytical/modelling capabilities
- Topic: Unable to apply the next load step in dynamic time-history
- Replies: 7
- Views: 3680
Re: Unable to apply the next load step in dynamic time-history
Have you estimated the displacement demand on the structure due to the selected earthquake record? It could be that the loading history is too severe for the model to withstand. Can you try applying a factor less than 1.0 to the specified acceleration history to lessen the load and see if the model...
- 17 Jul 2023, 12:21
- Forum: 03-Analytical/modelling capabilities
- Topic: Unable to apply the next load step in dynamic time-history
- Replies: 7
- Views: 3680
Unable to apply the next load step in dynamic time-history
Dear Developers, I am running an 8-story building retrofitted with a bracing system under dynamic time-history analysis. I have thoroughly checked the model under eigenvalue analysis and all 10 models have converged. I have also checked the model under static pushover analysis and it is running till...
- 16 Feb 2023, 19:13
- Forum: 03-Analytical/modelling capabilities
- Topic: Detailed Result of Seismobuild as per ASCE 41-17
- Replies: 9
- Views: 17345
Re: Detailed Result of Seismobuild as per ASCE 41-17
Thank you for the reply. So how is the chord rotation demand actually calculated in seismostruct? Is there an equation which seismostruct follows?
- 14 Feb 2023, 13:10
- Forum: 03-Analytical/modelling capabilities
- Topic: Detailed Result of Seismobuild as per ASCE 41-17
- Replies: 9
- Views: 17345
Re: Detailed Result of Seismobuild as per ASCE 41-17
Dear Seismosoft Staff
Does seismostruct also calculate the chord rotation (under the Post-processor option Element Action Effects ->Frame Deformations) the same way? That is does it calculate the chord rotation based on the sum of yield and plastic rotation?
Regards
Roshen
Does seismostruct also calculate the chord rotation (under the Post-processor option Element Action Effects ->Frame Deformations) the same way? That is does it calculate the chord rotation based on the sum of yield and plastic rotation?
Regards
Roshen