Hello,
Altoguh I can run a static pushover analysis of simple model and see the code check results , I see the "target displacemnt" values as "Zero (0)".
In fact, I defined and/or assigned all parameters and their values for TBDY (Turkish Code)" under "target displacement"-related menu ...
Search found 6 matches
- 25 Dec 2025, 16:16
- Forum: 02-Getting started with the modelling
- Topic: Target Displacement
- Replies: 1
- Views: 26216
- 22 Jan 2024, 20:28
- Forum: 03-Analytical/modelling capabilities
- Topic: Building Modeller under SeismoStruct
- Replies: 1
- Views: 3429
Building Modeller under SeismoStruct
Hello,
Firstly, I modelled a building under SeismoBuild in a way of assigning the new values to the predefined parameters under the button "Advanced Modelling". In fact, it is clear that these predefined parameters also defines "Member Advanced Properties".
Then, I try to import this model under ...
Firstly, I modelled a building under SeismoBuild in a way of assigning the new values to the predefined parameters under the button "Advanced Modelling". In fact, it is clear that these predefined parameters also defines "Member Advanced Properties".
Then, I try to import this model under ...
- 17 May 2023, 14:25
- Forum: 02-Getting started with the modelling
- Topic: Performance analysis for a hybrid system
- Replies: 1
- Views: 4588
Performance analysis for a hybrid system
Hello,
I purpose to make a “performance analysis” for a hybrid structural system which is constructed by use of “reinforced concrete” and “ready steel profiles”.
Is It possible to use “code-based checks” for this hybrid system in order to determine the “target performance displacement” and ...
I purpose to make a “performance analysis” for a hybrid structural system which is constructed by use of “reinforced concrete” and “ready steel profiles”.
Is It possible to use “code-based checks” for this hybrid system in order to determine the “target performance displacement” and ...
- 17 Mar 2023, 15:20
- Forum: 02-Getting started with the modelling
- Topic: Code Based Spectra Curve
- Replies: 2
- Views: 19440
Re: Code Based Spectra Curve
Dear Zoi Gronti,
Thanks for your reply,
As you indicate, it is required to simultaneously activate the related level under "performance levels" in accordance with an adjustment of "seismic action (Target Spectrum)".
Thanks for your reply,
As you indicate, it is required to simultaneously activate the related level under "performance levels" in accordance with an adjustment of "seismic action (Target Spectrum)".
- 16 Mar 2023, 16:25
- Forum: 02-Getting started with the modelling
- Topic: Code Based Spectra Curve
- Replies: 2
- Views: 19440
Code Based Spectra Curve
Hello,
I intent to change an option as:
"Seismic action (Target Spectrum)" -> "Seismic action -> code-based spectra -> TBDY related assigned parameters
but, although these parameters are assigned, the spectrum figure does not changed.
I share the steps, which is followed, with you as a pdf file ...
I intent to change an option as:
"Seismic action (Target Spectrum)" -> "Seismic action -> code-based spectra -> TBDY related assigned parameters
but, although these parameters are assigned, the spectrum figure does not changed.
I share the steps, which is followed, with you as a pdf file ...
- 10 Mar 2023, 15:42
- Forum: 02-Getting started with the modelling
- Topic: Verification Example
- Replies: 1
- Views: 18498
Verification Example
Hello,
when I run the input file of Example 1.2, I obtain an output with a name of "SeismoBuild_Report_E.pdf".
I check it with the existing one "Report_TBDY_rcrs2.pdf".
however, when I compare them with each other, for example for "Chord rotation capacity (θu)", I can not correctly matced them ...
when I run the input file of Example 1.2, I obtain an output with a name of "SeismoBuild_Report_E.pdf".
I check it with the existing one "Report_TBDY_rcrs2.pdf".
however, when I compare them with each other, for example for "Chord rotation capacity (θu)", I can not correctly matced them ...
