Structural question on dynamic load analysis
Structural question on dynamic load analysis
(OP)
Dear All,
Do you think flat plate design is alright for dynamic load analysis?
explain your thoughts.
Thank you.
Regards
Engr. Faisal
Do you think flat plate design is alright for dynamic load analysis?
explain your thoughts.
Thank you.
Regards
Engr. Faisal






RE: Structural question on dynamic load analysis
RE: Structural question on dynamic load analysis
RE: Structural question on dynamic load analysis
alright means okay. . .
and my question was "Do you think flat plate design is okay for dynamic load analysis? is there any problem?
explain your thoughts.
RE: Structural question on dynamic load analysis
RE: Structural question on dynamic load analysis
Thank you.
RE: Structural question on dynamic load analysis
Not sure what you mean by a problem with doing dynamic analysis. If you mean modeling I would say the only thing off the top of my head is that you should not be modeling the full slab in your dynamic model. Or if you are including it you need to reduce the stiffness significantly. A lot of people replace the slab in a lateral model with equivalent frames using an effective width and appropriate cracking stiffness reductions.
RE: Structural question on dynamic load analysis
I think you should be more specific with your questions rather than asking what people think of a broad topic.