Dear All,
I carried out simple plane frame analysis using static load at one upper node. I found all the loads are taken by column element not by infill which is totally different incase of dynamic analysis. Can anyone help me why it is so? I want to plot the shear profile for infill 3-D model. How should I calculate the base shear of Infill wall? I have checked using 6 struts base shear that gives higher values than base shear obtained from hysteric curve. Could anyone help me in this regard as well?
Thank you,
Rakesh Dumaru
How to determine base shear of Infill in dynamic analysis
03-Analytical/modelling capabilities
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