Search found 11 matches
- 11 Dec 2024, 00:23
- Forum: 03-Analytical/modelling capabilities
- Topic: elfrmH hinge output observe
- Replies: 1
- Views: 6288
elfrmH hinge output observe
How to define performance criteria of elastic frame element with hinge? Actually, I would like to know that what hinges are active during the load applied.
- 25 Apr 2024, 09:26
- Forum: 03-Analytical/modelling capabilities
- Topic: Hinge stiffness of RackH element
- Replies: 2
- Views: 4458
Re: Hinge stiffness of RackH element
Another question, Can I monitor my rack hinge response and define performance criteria of my structure. I would like to know the sequence of column reaching capacity. I found that rackH cannot define performance criteria. Do you have any suggest?
- 25 Apr 2024, 03:39
- Forum: 03-Analytical/modelling capabilities
- Topic: Hinge stiffness of RackH element
- Replies: 2
- Views: 4458
Hinge stiffness of RackH element
Hi
I have a question. Normally in rack structure, the plastic hinge method will be applied at both end of all column elements. But in RackH, I can define only moment rotation that need to identified initial stiffness. Currntly, I have moment capacity of my column but I not yet found an article ...
I have a question. Normally in rack structure, the plastic hinge method will be applied at both end of all column elements. But in RackH, I can define only moment rotation that need to identified initial stiffness. Currntly, I have moment capacity of my column but I not yet found an article ...
- 23 Apr 2024, 05:43
- Forum: 03-Analytical/modelling capabilities
- Topic: Baseshear-displacement curve not degrade while all Nonlinear link yield
- Replies: 1
- Views: 4218
Baseshear-displacement curve not degrade while all Nonlinear link yield
Hi
I'm running Static time history analysis on steel frame (pin base with Nonlinear link at all Beam-column joints) by applied lateral and to monitoring Base shear-displacement curve in global response.
I found that all of my nonlinear link was yielded but the structure capacity curve did not ...
I'm running Static time history analysis on steel frame (pin base with Nonlinear link at all Beam-column joints) by applied lateral and to monitoring Base shear-displacement curve in global response.
I found that all of my nonlinear link was yielded but the structure capacity curve did not ...
- 22 Apr 2024, 08:36
- Forum: 04-Unexpected behaviour/errors
- Topic: Access violation on post processor
- Replies: 1
- Views: 4355
Access violation on post processor
How to fix "Access violation at address 0000000002046469 in module 'SeismoStruct.exe'. Read of address 000000000ACCE000" it always appear after run in post processor.
- 19 Mar 2024, 04:12
- Forum: 03-Analytical/modelling capabilities
- Topic: Slip parameters for Multi_lin and Smooth
- Replies: 1
- Views: 2499
Slip parameters for Multi_lin and Smooth
Hi, I try to model my beam-column hysteresis that have significant pinching. When I use Multi_lin, I use 0.05 for Slip parameter(HS). It's look nice but I found that I want to adjust an unloading shape of my hysteresis. Now I'm try to adjusting the parameter in 'smooth' instead f Multi_lin.
The ...
The ...
- 14 Mar 2024, 04:54
- Forum: 02-Getting started with the modelling
- Topic: Custom section
- Replies: 3
- Views: 5168
Re: Custom section
That's mean drawing in millimeters unit is not available right?
- 12 Mar 2024, 04:03
- Forum: 02-Getting started with the modelling
- Topic: Custom section
- Replies: 3
- Views: 5168
Custom section
How to change the unit of grid step in custom section. Currently, they have shown only 1cm for each step. Can I adjust to mm?
- 08 Mar 2024, 07:31
- Forum: 03-Analytical/modelling capabilities
- Topic: Nonlinear behavior of 'rack' element class
- Replies: 3
- Views: 3178
Re: Nonlinear behavior of 'rack' element class
Dear z.gronti,
Many thanks for your help, then, How can I release moment on my pin-brace element that is 'rack' element type?
Many thanks for your help, then, How can I release moment on my pin-brace element that is 'rack' element type?
- 06 Mar 2024, 14:03
- Forum: 03-Analytical/modelling capabilities
- Topic: Nonlinear behavior of 'rack' element class
- Replies: 3
- Views: 3178
Nonlinear behavior of 'rack' element class
I already create open section in 'rack' element class. Then I want to assign nonlinear behavior to my open-section column (PMM Interaction). How to assign? Is rack element class has a fiber section like RC element?
Ps. I also found a 'rackH' element class but I don't under stand how can I assign ...
Ps. I also found a 'rackH' element class but I don't under stand how can I assign ...