mass for dynamic analysis

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wooj
Posts: 7
Joined: Thu Feb 02, 2023 3:40 am

mass for dynamic analysis

Post by wooj » Thu Aug 10, 2023 1:24 am

Hello,
I am performing dynamic analysis with 2d frame and i am a little bit confused about input mass. I have 3d frame dynamic test results and the frame is the (2d frame x 2bay x 1 story) with 20 tons on the top. For the dynamic analysis with 2d frame model to get same responses from the test, do i have to put 20tons as input mass or 10tons because 2d model is a half model of 3d frame?
Any opinion is welcome.
Thank you in advance.

mhscott
Posts: 874
Joined: Tue Jul 06, 2004 3:38 pm
Location: Corvallis, Oregon USA
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Re: mass for dynamic analysis

Post by mhscott » Thu Aug 10, 2023 9:59 am

You have to figure out the tributary areas.

wooj
Posts: 7
Joined: Thu Feb 02, 2023 3:40 am

Re: mass for dynamic analysis

Post by wooj » Thu Aug 10, 2023 9:21 pm

Thank you for your advice. i am wondering that m should be m/2 beacuse 1 story columns were 4 but the numerical model is only 2 which means k/2. But analysis result shows two results(disp, Tn, etc.) from test and anlaysis fit when input mass was m not m/2.

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