Search found 821 matches
- 22 Mar 2024, 13:12
- Forum: 02-Getting started with the modelling
- Topic: Additional Rebar in Slabs
- Replies: 1
- Views: 157
Re: Additional Rebar in Slabs
Dear Dim.Anast, As it is written in SeismoStruct's User Manual and in case you use the Building Modeller facility: "The slab modelling is carried out with rigid diaphragms; hence, a rigid slab is implicitly considered in the structural configuration, which is the case for the vast majority of R...
- 19 Mar 2024, 11:00
- Forum: 04-Unexpected behaviour/errors
- Topic: Pushover Analysis Error
- Replies: 13
- Views: 4136
Re: Pushover Analysis Error
Dear obaidullah khan,
Please check the connectivity of the added walls with your model and the walls' support conditions.
Please check the connectivity of the added walls with your model and the walls' support conditions.
- 19 Mar 2024, 09:01
- Forum: 04-Unexpected behaviour/errors
- Topic: Pushover Analysis Error
- Replies: 13
- Views: 4136
Re: Pushover Analysis Error
Dear obaidullah khan »,
If you carry out a search in this Forum on "could not re-orthogonalise all Lanczos vectors" you will find posts with hints on this issue.
If you carry out a search in this Forum on "could not re-orthogonalise all Lanczos vectors" you will find posts with hints on this issue.
- 14 Mar 2024, 15:01
- Forum: 03-Analytical/modelling capabilities
- Topic: Extract Axial Forces
- Replies: 3
- Views: 281
Re: Extract Axial Forces
Dear Christine23,
After running the pushover analysis, you should select the "Show Results" button, in order for you to be able to check the results of the pushover analysis.
After running the pushover analysis, you should select the "Show Results" button, in order for you to be able to check the results of the pushover analysis.
- 14 Mar 2024, 13:00
- Forum: 03-Analytical/modelling capabilities
- Topic: Extract Axial Forces
- Replies: 3
- Views: 281
Re: Extract Axial Forces
Dear Christine23,
You may run the pushover analysis, go to the post-processor, i.e. Show results area, and check the values you are interested in for Output No.1 Load Factor: 0.00, where only the static loads are applied.
You may run the pushover analysis, go to the post-processor, i.e. Show results area, and check the values you are interested in for Output No.1 Load Factor: 0.00, where only the static loads are applied.
- 14 Mar 2024, 12:57
- Forum: 04-Unexpected behaviour/errors
- Topic: unable to achieve the eigenvalue problem- result is the imaginary or null
- Replies: 3
- Views: 182
Re: unable to achieve the eigenvalue problem- result is the imaginary or null
Dear erdemck,
You should check for the correct modelling and if you have connected all the members properly in your model.
You should check for the correct modelling and if you have connected all the members properly in your model.
- 14 Mar 2024, 11:01
- Forum: 02-Getting started with the modelling
- Topic: Custom section
- Replies: 3
- Views: 150
Re: Custom section
Dear nuttaphon.B,
Yes, that's right. The minimum grid step that you may use is 1cm.
Yes, that's right. The minimum grid step that you may use is 1cm.
- 13 Mar 2024, 12:15
- Forum: 02-Getting started with the modelling
- Topic: Custom section
- Replies: 3
- Views: 150
Re: Custom section
Dear nuttaphon.B,
The Unit in custom sections is centimetres when SI units are selected and inches for imperial units. You may modify the grid step by selecting the Edit Grid Step button, available on the right side of the define custom section window.
The Unit in custom sections is centimetres when SI units are selected and inches for imperial units. You may modify the grid step by selecting the Edit Grid Step button, available on the right side of the define custom section window.
- 08 Mar 2024, 14:07
- Forum: 03-Analytical/modelling capabilities
- Topic: Nonlinear behavior of 'rack' element class
- Replies: 3
- Views: 198
Re: Nonlinear behavior of 'rack' element class
Dear nuttaphon.B,
You may use the rackH element type and assign a very low stiffness value to the pinned end.
You may use the rackH element type and assign a very low stiffness value to the pinned end.
- 07 Mar 2024, 14:36
- Forum: 03-Analytical/modelling capabilities
- Topic: Nonlinear behavior of 'rack' element class
- Replies: 3
- Views: 198
Re: Nonlinear behavior of 'rack' element class
Dear nuttaphon.B,
Rack element has no fiber section.
In rackH element you may define moment rotation curves at the ends, but there is no interaction between the bending moments at the two local axes.
Rack element has no fiber section.
In rackH element you may define moment rotation curves at the ends, but there is no interaction between the bending moments at the two local axes.