engidude
Structural
- Feb 10, 2011
- 40
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)
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)