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How to determine base shear of Infill in dynamic analysis

Posted: 16 Nov 2016, 15:56
by rakesh dumaru
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