Period changed after gravity load analysis

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andrewfirst
Posts: 17
Joined: Tue Jun 12, 2007 6:31 pm
Location: Tongji Univ.

Period changed after gravity load analysis

Post by andrewfirst »

Dear all
I'm analyzing a RC frame structure, and wondering why the structural period changed after gravity load analysis. If it should change as a result of change of material stiffness, then it should increase or decrease? Thank you.
andrewfirst
Posts: 17
Joined: Tue Jun 12, 2007 6:31 pm
Location: Tongji Univ.

Post by andrewfirst »

In the Example5, the structural period decreases after gravity analysis, which means the stiffness increases. This is too weird for me. Anyone help me?
andrewfirst
Posts: 17
Joined: Tue Jun 12, 2007 6:31 pm
Location: Tongji Univ.

Post by andrewfirst »

I suspect this may be a bug in OpenSees. Very disappointed.
silvia
Posts: 3909
Joined: Tue Jan 11, 2005 7:44 am
Location: Degenkolb Engineers
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Post by silvia »

more likely to be a bug in the example.
also,
many materials have different stiffnesses in tension and/or compression, therefore a period should never be checked at zero loading.
Silvia Mazzoni, PhD
Structural Consultant
Degenkolb Engineers
235 Montgomery Street, Suite 500
San Francisco, CA. 94104
andrewfirst
Posts: 17
Joined: Tue Jun 12, 2007 6:31 pm
Location: Tongji Univ.

Post by andrewfirst »

Thank you Dr. Silvia.
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