Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

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

NON LINEAR ANALYSIS SAP2000

Status
Not open for further replies.

dorida

Structural
Joined
May 22, 2019
Messages
1
Location
BA
I'm trying to model a high rise building with tuned mass damper attached on top. Can someone explain how to make link elements to counteract with the earthquake direction? whatever i used i just can't seem to get it.
Plus, when i create video of time history analysis, my model seems to behave strangely. it's seems it goes somewhere to infinity. could someone please explain if he had similar situation going on.
Thank you in advance.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top