alexchr
Structural
- May 21, 2008
- 13
Hi,
Could anyone help me define a single point spectrum (acc Vs Period) after performing a modal analysis?
Do I have to use load step options?
Although I 'read the manual and the examples I steel can't manage.
Do I have to apply the spectrum at boundary conditions?
Could anyone help me define a single point spectrum (acc Vs Period) after performing a modal analysis?
Do I have to use load step options?
Although I 'read the manual and the examples I steel can't manage.
Do I have to apply the spectrum at boundary conditions?