Semi-Rigid Analysis

[çeter]

hello everyone, is it normal for the system to take a long time when we choose a semi-rigid diaphragm and have an analysis done, or is it normal for it to take a long time, or my computer freezes, I couldn't get out of it. I couldn't get out of it. I couldn't get out of it. It seems like modal analysis 1 and it keeps on. What could it be, is it normal for it to take so long (I waited for 1 hour, it still says modal analysis1 and I cancel the analysis I had it analyzed with a fully rigid diaphragm ) .... I would appreciate it if you could help

 

[HakanŞahin]

hi everyone, is it normal for it to take a long time when we choose a semi-rigid diaphragm and have an analysis done, or is it normal for it to take so long? ( 1 I waited about an hour, it still says modal analysis1 so I canceled the analysis and had it analyzed with a full rigid diaphragm ) .... I would appreciate your help

It is normal for my semi-rigid diaphragm solution to take longer than the full rigid diaphragm solution. The time varies according to the size of the structure. While there are as many elements as columns and beams in the solution, in the semi-rigid solution where the floors are divided into finite elements and taken into account, 10000 flooring elements are involved in each floor (in a structure with 100 m2 and slab finite element width of 10 cm). Add your project, let's also see if the time you wrote is normal.

 

[çeter]

thank you, I can't transfer because I'm working with the demo.