When I run a Spectral Fatigue Analysis a listing file with the results is generated. I would like to generate the Fatigue Extraction File as well to visualize the results, however, the file is empty.
I have added: "EXTRACT HEAD AE 0.1" at the end of…
Hi,
I would like to perform time history fatigue analysis. Is there any sample or procedure on how to perform the analysis in SACS? in case yes, please feel free to send it to my email. ( ali_aidibi_94@hotmail.com )
Many thanks in advance.
Best…
Hi Geoff/ Wen Meng /SACS community
I am doing spectral fatigue analysis for wind turbine jackets (see model below)
1. First I did PSI analysis for creating pile head superlement
2. Performed dynamic analysis with foundation superlement for mode…
Hello SACS community
I am doing spectral fatigue analysis for high pile cap wind turbine foundation as shown below
There are almost 40 pile connected at the top with concerete pile cap which act as transition area for connecting wind turbine tower…
Hi everyone,
I would like to inquire what is the significance of mesh intensity in joint meshing. In the Utilities manual, section 3.2.3, the following highlighted statements are made (see screenshot below):
Which lead to these questions:
What…
Hi There.
I'll be grateful If anybody explain me following problem:
I came across the problem while I was studying this topic https://communities.bentley.com/products/offshore/w/wiki/39310/tow-fatigue-with-sacs
I understand that we use RAO to derive…
Hi, I have built a model for a boat landing system and have checked it for fatigue using deterministic method. In wave response analysis, The SACS only read in the loadcn up to No 2340 and load cases after that are ignored.
Dear all,
In commentary B.7.3.3 - Strength Factor Qu (Page 233), API RP 2A WSD 22 Edition asks not to exploit the load transfer by membrane action when the eccentricity > 0.2D and to use the equations for T/Y-Joint for strength computation.
Below…