How to use different integral point sections in displacement based and force based beam column elements

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YanYang
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Joined: Tue Jun 02, 2020 7:09 pm

How to use different integral point sections in displacement based and force based beam column elements

Post by YanYang » Mon Dec 07, 2020 6:42 pm

Hi, can someone tell me how to use different integral point sections in displacement based and force based beam column elements? Software: openseespy or opensees. Thanks!

mhscott
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Location: Corvallis, Oregon USA
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Re: How to use different integral point sections in displacement based and force based beam column elements

Post by mhscott » Mon Dec 07, 2020 7:12 pm

This describes what you want: https://wp.me/pbejzW-2Q

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