Search found 11 matches

by nuttaphon.B
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.
by nuttaphon.B
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?
by nuttaphon.B
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 ...
by nuttaphon.B
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 ...
by nuttaphon.B
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.
by nuttaphon.B
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 ...
by nuttaphon.B
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?
by nuttaphon.B
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?
by nuttaphon.B
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?
by nuttaphon.B
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 ...

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