NPO Analysis

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

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mehabb
Posts: 2
Joined: Sun Sep 19, 2010 9:49 am
Location: iaub

NPO Analysis

Post by mehabb »

I'm working on nonlinear project and I'm Very new to OPENSEES.
does opensees can do modal pushover analysis and adaptive pushover analysis directly or we
should write script for it ? is it possible for pushover analysis with rigid diagheragm in opensees?

thanks forward,
A.M Abbasi
a.m
vesna
Posts: 3033
Joined: Tue May 23, 2006 11:23 am
Location: UC Berkeley

Re: NPO Analysis

Post by vesna »

In order to do any type of pushover analysis you have to write a script for it.

Yes, you can do a pushover analysis for a building with a rigid diaphragm.
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