PM Hinge interaction curve

A place to ask questions on how to use OpenSees to perform Finite Element Reliability Analysis

Moderators: silvia, selimgunay, mhscott, Moderators

Post Reply
gswarup
Posts: 6
Joined: Mon Jul 29, 2013 9:46 am
Location: BESU, Shibpur

PM Hinge interaction curve

Post by gswarup » Tue Sep 27, 2016 5:05 am

Hi,

Is there any option in Opensees so that I can input P-M interaction curve for Hinges. Actually I want to model a masonry column. But due to unavailability of axial shear interaction model I want to convert the shear forces to equivalent moment which will interact with the level of axial force present in the cross section. For that I need to define the axial-moment interaction curve for the columns. Is there any option available?

giovannimilan
Posts: 71
Joined: Wed Apr 05, 2017 12:49 am
Location: ARUP, amsterdam

Re: PM Hinge interaction curve

Post by giovannimilan » Mon May 29, 2017 7:40 am

gswarup wrote:
> Hi,
>
> Is there any option in Opensees so that I can input P-M interaction curve
> for Hinges. Actually I want to model a masonry column. But due to
> unavailability of axial shear interaction model I want to convert the shear
> forces to equivalent moment which will interact with the level of axial
> force present in the cross section. For that I need to define the
> axial-moment interaction curve for the columns. Is there any option
> available?

Have you found it out? I am trying something similar at the moment.

Post Reply