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

Forum for OpenSees users to post questions, comments, etc. on the use of the OpenSees interpreter, OpenSees.exe

Moderators: silvia, selimgunay, Moderators

Post Reply
YanYang
Posts: 10
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 7:00 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!


Post Reply