OK urbana....
First depend what you mean with "dynamic or not"?
You mean Modal, Pushover or Time History?
In the code of my country (Venezuela) there are only explain the use of static and Modal Analisys, But the results of both analisys is almost the same because the shear base are the same, the only benefit of Modal analysis is the show you the torsion effect in the structure.
I personally use Modal analisys because with the Structural Software is easy to apply.
Pushover and Time History analisys are more complex and I believe that should apply only and high rise building.
Regards,
First depend what you mean with "dynamic or not"?
You mean Modal, Pushover or Time History?
In the code of my country (Venezuela) there are only explain the use of static and Modal Analisys, But the results of both analisys is almost the same because the shear base are the same, the only benefit of Modal analysis is the show you the torsion effect in the structure.
I personally use Modal analisys because with the Structural Software is easy to apply.
Pushover and Time History analisys are more complex and I believe that should apply only and high rise building.
Regards,