Dear all,
I'm creating the model attached. On each floor, I want to add 4 EqualDOF + ZeroLength elements. The floors are artificially separated to allow for the insertion of the EqualDOF + ZeroLength elements. However, when I click on "write input file", the following lines are included multiple ...
Search found 9 matches
- Thu Apr 10, 2025 9:54 am
- Forum: Geometry
- Topic: Geometry Error: Inconsistencies Found
- Replies: 1
- Views: 2004
- Wed Nov 06, 2024 12:18 pm
- Forum: Get Started Discussion
- Topic: Issue on Opensees 3.7 (Damping)
- Replies: 1
- Views: 375
Issue on Opensees 3.7 (Damping)
Hello everyone, I just tried version 3.7 of OpenSees to create a simple single-degree-of-freedom model, where I added a stiffness-based damping model and applied a pulse-type load. It seems the Rayleigh function isn’t correctly incorporating the value of beta_K, as the displacement history does not ...
- Mon Feb 26, 2024 4:58 pm
- Forum: Analysis
- Topic: Outputs for damping forces
- Replies: 3
- Views: 1414
Re: Outputs for damping forces
Thank you very much! Good hack. Although it is not very good for large models because you need the fullGenLapack solver, slowing the process.
- Thu Feb 22, 2024 5:53 pm
- Forum: Analysis
- Topic: Outputs for damping forces
- Replies: 3
- Views: 1414
Outputs for damping forces
Hi,
I'm trying to obtain in a concentrated plasticity model the damping forces aiming at obtaining the damping energy by integration of damping forces and nodal displacements. I've used the model for damping "modalDamping" and the recorders "rayleighForces" and "rayleighForces!". With the first ...
I'm trying to obtain in a concentrated plasticity model the damping forces aiming at obtaining the damping energy by integration of damping forces and nodal displacements. I've used the model for damping "modalDamping" and the recorders "rayleighForces" and "rayleighForces!". With the first ...
- Thu Sep 23, 2021 8:13 am
- Forum: Property
- Topic: Weird behavior using PlaneStressUserMaterial
- Replies: 2
- Views: 1806
Re: Weird behavior using PlaneStressUserMaterial
I attach the model
- Thu Sep 23, 2021 7:57 am
- Forum: Property
- Topic: Weird behavior using PlaneStressUserMaterial
- Replies: 2
- Views: 1806
Weird behavior using PlaneStressUserMaterial
Hello everybody,
Reproducing an out-of-plane bending test of a slab by simulation, I came across a malfunction in the hysteretic behavior of PlaneStressUserMaterial because concrete increases its tensile much more than its threshold, reproducing an unreal situation (tensile strength larger than 1.5 ...
Reproducing an out-of-plane bending test of a slab by simulation, I came across a malfunction in the hysteretic behavior of PlaneStressUserMaterial because concrete increases its tensile much more than its threshold, reproducing an unreal situation (tensile strength larger than 1.5 ...
- Fri Jul 02, 2021 7:56 pm
- Forum: Get Started Discussion
- Topic: More customCommand please
- Replies: 1
- Views: 1401
More customCommand please
Dear STKO Team,
It would be worth creating a new button in each category as customCommand, it would give more flexibility in complex models. Specially, for those that we have used OpenSees for a long time.
Thank you in advance,
David
It would be worth creating a new button in each category as customCommand, it would give more flexibility in complex models. Specially, for those that we have used OpenSees for a long time.
Thank you in advance,
David
- Wed Feb 24, 2021 2:45 pm
- Forum: Interaction
- Topic: ZeroLength Element bug
- Replies: 1
- Views: 1563
ZeroLength Element bug
Hi!
I'm using STKO v2.0 and when I create a ZeroLength Element with an elastic material assigned to ZeroLength material with the 6 dof activated, dof 6 doesn't appear activated. The same result is obtained activating dir1, dir2, dir3, dir4, dir5 and dir6 than activating dir1, dir2, dir3, dir4, dir5 ...
I'm using STKO v2.0 and when I create a ZeroLength Element with an elastic material assigned to ZeroLength material with the 6 dof activated, dof 6 doesn't appear activated. The same result is obtained activating dir1, dir2, dir3, dir4, dir5 and dir6 than activating dir1, dir2, dir3, dir4, dir5 ...
- Mon Oct 26, 2020 10:23 am
- Forum: Post processing and data visualization
- Topic: Database from version 1.0 to version 1.1
- Replies: 1
- Views: 1781
Database from version 1.0 to version 1.1
Hello,
My problem is related with the file .mpco generated when I run a model (.scd) in version 1.1, which is a model created from version 1.0. In such case, an error pops up like this:
Cannot open output database "C:/Users/galei/Desktop/Escalera basculante/Cálculo/REC2.mpco"
Error: cannot open "C ...
My problem is related with the file .mpco generated when I run a model (.scd) in version 1.1, which is a model created from version 1.0. In such case, an error pops up like this:
Cannot open output database "C:/Users/galei/Desktop/Escalera basculante/Cálculo/REC2.mpco"
Error: cannot open "C ...