OK urbana....
First depend what you mean with "dynamic or not"?
You mean Modal, Pushover or Time History?
[/quote]
example
ground motion is a dynamic motion
may be solution is a static solution
dear buddy
my opinion
this is a relative problem,
we can easily understand that some conditions the best result is dynamic analysis ,some conditions the best result is pushover ,some conditions the best solution method static analysis,some conditions the best result is modal and/or multi modal response spectrum analysis,
i think,we should formulate this conditions,
we should consider all probabilities
because all probabilities,
directly related to structure's dynamic properties
First depend what you mean with "dynamic or not"?
You mean Modal, Pushover or Time History?
[/quote]
example
ground motion is a dynamic motion
may be solution is a static solution
dear buddy
my opinion
this is a relative problem,
we can easily understand that some conditions the best result is dynamic analysis ,some conditions the best result is pushover ,some conditions the best solution method static analysis,some conditions the best result is modal and/or multi modal response spectrum analysis,
i think,we should formulate this conditions,
we should consider all probabilities
because all probabilities,
directly related to structure's dynamic properties