Eng-Tips is the largest forum for Engineering Professionals on the Internet.

Members share and learn making Eng-Tips Forums the best source of engineering information on the Internet!

  • Congratulations JStephen on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

dynamic analysis abaqus

Status
Not open for further replies.

vittoria414042

Structural
Joined
Sep 20, 2016
Messages
3
Location
US
hello,
i'm modelling a steel frame and i'm tryng to do a dynamic analysis using abaqus. I did a implicit dynamic (I do not which is better explict or implicit). I was wondering if I have to imput the time history in g or in in/s2?. If i input in g the accelerations, should i multiply my result by 386,022?
thanks you.
 
You mean in what unit system you have to enter gravity?
In the unit system you've used to define the other properties. So if you use mm,s,t as basis then gravity would be 9810.
 
I'n working in kips and in, for this i multiply my acceleration by 386.022. But i tried to run the analisys, it took a lot of time but when i checked the result (displacement for one node at top) it was zero, always. I do not know where i'm wrong.
thanks a lot for your help.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top