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

how to interprete SAP2000 PUHS-OVER Results?

Status
Not open for further replies.

engidude

Structural
Joined
Feb 10, 2011
Messages
40
Location
US
I'm newbie using SAP2000. I'm using SAP2000 to do my first push-over analysis for a bridge.

I want to know how should I interprete the push-over results, to be exactly.

how do I figure out the yield displacement, ultimate displacement, yield moment, plastic moment for my columns? shoudl I take the " IO" as yielding and "CP" as ultimate on teh push-over curve ? I know acedemically, the definition of the yield displacement, ultimate displacement are dibatable( as said in Priestley's new book)
 
Hi,

When assigning the hinge properties to the columns, you can specify the exact hinge properties by inputting plastic deformating capacity etc. based on the analysis procedure you choose. If you carry out a code-based procedure than these are defined in Sap2000. If you want to follow a new plastic hinge definitons Sap2000 allows you to define your own custumizable hinge property.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor

Back
Top