Seismosoft | Earthquake Engineering Solutions

dear Tim;
many thanks for the help and inspiring us with you notes
best;
Thaer;

hi Tim;
thank you so much for your valuable note.
i was thinking about reducing the time and effort of the dynamic analysis by assigning the mass at nodes, so instead of recalculating the nodal mass i thought maybe i could use of the "nodal masses" in the "modal/mass quantities" as the attached ...

Hi everyone,
My question: is that true if i assign the nodal mass resulting from the eigenvalue anaysis as a nodal mass in my dynamic analysis model since i distribute the mass along the beam-column element in the eigenvalue model
Best,
Thaer,

Hi siesmostruct team,

I have the same problem here,i m modelling 3d 4 story RC building with fb elements with 3 integration sections and the messages of all convergence problems are showing up after trying the solution that you suggest in the YouTube video, could you please look at my model,
Im a ...

Hi everyone.
Im trying to observe the behaviour of rc building with and without a rigid link to connect a core rc walls ,but i didn't get big difference between them

The picture shows that :

https://drive.google.com/file/d/0BzZ5tJpYh3PDVzBuNGh4bXB0ZGs/view?usp=docslist_api
And this is the model ...