Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe
Moderators: silvia, selimgunay, Moderators
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cctvcctv
- Posts: 48
- Joined: Mon Apr 04, 2005 9:45 pm
- Location: UC Irvine-Utah State University
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by cctvcctv » Wed Jun 01, 2005 7:13 pm
How to Define an element without Mass, but have stiffness(hysteretic), damping?
Thanks a lot!
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silvia
- Posts: 3909
- Joined: Tue Jan 11, 2005 7:44 am
- Location: Degenkolb Engineers
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Contact:
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by silvia » Thu Jun 02, 2005 7:22 am
you can define any element without mass -- masses are specified, or not!
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
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cctvcctv
- Posts: 48
- Joined: Mon Apr 04, 2005 9:45 pm
- Location: UC Irvine-Utah State University
Post
by cctvcctv » Fri Jun 03, 2005 11:03 am
thanks!
How to apply uniform mass to the beam?
just apply density to the beam