hi developers
I just want to know whether opensees has the capability of modeling masonry infill wall with openings and is there any option to consider the stiffness of diaphragm (instead of using rigid one, i want to give some finite stiffness). I also want to do an adaptive pushover and incremental dynamic analysis. Is there any options to do that??
If we have any plan to add those facilities, when it will be available??
Thanks
gopal
Masonry wall panel
Moderators: silvia, selimgunay, Moderators
i think a few people on the board have done adaptive pushover. i had gotten something a while ago, but haven't been able to dedicate the time to it. maybe someone on the board can share what they have done.
for the floor diaphragm, you can try using the shell or plate elements, depending on what you are trying to model.
for the wall, nothing specific, but you can try modelling with fiber sections in beam-column elements, many people have done that.
for the floor diaphragm, you can try using the shell or plate elements, depending on what you are trying to model.
for the wall, nothing specific, but you can try modelling with fiber sections in beam-column elements, many people have done that.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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