Search found 5 matches
- 13 Oct 2025, 11:01
- Forum: 03-Analytical/modelling capabilities
- Topic: SCB link element
- Replies: 7
- Views: 41092
Re: SCB link element
Is it possible to add a new material model in the new seismostruct for friction springs with specifying parameters of loading stiffness and unloading stiffness? it will be more useful for simulating behaviour of friction springs.
- 02 Oct 2025, 14:42
- Forum: 03-Analytical/modelling capabilities
- Topic: SCB link element
- Replies: 7
- Views: 41092
Re: SCB link element
can we develop such a hysteretic response specifying different loading and unloading stiffness using any other link element in the Seismostruct repository?
please guide.
please guide.
- 23 Sep 2025, 13:57
- Forum: 03-Analytical/modelling capabilities
- Topic: SCB link element
- Replies: 7
- Views: 41092
Re: SCB link element
When using the SCB link element, we can specify both the initial stiffness and the post-yield stiffness.
However, is it possible to specify the unloading stiffness?
because I need to simulate the behavior of a friction spring with different loading and unloading stiffness.
Any input, please.
However, is it possible to specify the unloading stiffness?
because I need to simulate the behavior of a friction spring with different loading and unloading stiffness.
Any input, please.
- 22 Sep 2025, 13:43
- Forum: 03-Analytical/modelling capabilities
- Topic: SCB link element
- Replies: 7
- Views: 41092
SCB link element
Hello seismostruct support team,
I am currently modelling a self-centering brace using the SCB link element.
In the flag-shaped part of the hysteretic response, is it possible to have a widened/ broad restoring force in the post-yielding side compared to the restoring force on the initial ...
I am currently modelling a self-centering brace using the SCB link element.
In the flag-shaped part of the hysteretic response, is it possible to have a widened/ broad restoring force in the post-yielding side compared to the restoring force on the initial ...
- 19 Sep 2023, 18:09
- Forum: 03-Analytical/modelling capabilities
- Topic: Modelling of rubber bumper installed between expansion joints
- Replies: 1
- Views: 6068
Modelling of rubber bumper installed between expansion joints
Hello,
I am working on pounding mitigation between adjacent bridges. I need to implement a rubber bumper between two girders using a multilinear strain hardening model. Is there any way to do it using link elements?
any input regarding this?
I am working on pounding mitigation between adjacent bridges. I need to implement a rubber bumper between two girders using a multilinear strain hardening model. Is there any way to do it using link elements?
any input regarding this?
