Nonlinear Time history Analysis in ETABS Software v20

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In this video tutorial, you will learn how to perform a Nonlinear time-history analysis in ETABS Software version 20 using nonlinear-hinged properties.
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Sir. Could you please make a video on how to conduct a nonlinear time history analysis in Sap2000 software for steel structure

abuamir
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Hello Engr may I ask a question, I saw when you run the analysis there is 1 error which is " NON-ZERO TIME-HISTORY FUNCTION VALUES WILL BE IGNORED AT START OF LOAD CASE." it is approved your design even if you have an error like that? thank you for your response and willing to join.

sobrevigaezekeilkeizen
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Hello, sir. I have a trouble when i input my time history function but the function graph just a line without acceleration appear. Can you help me with this? What should i do? Thank you!

chocohazelnuttt
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How to calculate Scale Factor Value for Time History as per IS Code.

sagarconsultants
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hello sir, is it possible to perform Time history analysis on Stiffened steel plate shear wall on Etabs. Steel plate shear wall not concrete.

muhammadawaismalik-xm
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hello sir, may i ask, why i cant open hinge result after the analysis, i'm following ur step so far and it happen

jurnalisnh
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I am trying to do a nonlinear fna but when I assign hinges, there is no hinge results after running it, what could be the problem?

ch_doodles
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Error in assigning hinges. Requested calculated properties may not be available for materials or section types.

Above error is showing when i am applying hinges.
Will you please help me out to solve this issues.

SagarNaik-cwfd
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Sir after nonlinear time history analysis my displacement results shows very less and other results also. Dont understand where is the problem

riyamaji
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Aos sir. Sir The results of acceleration and base shear are not coming for steel plate shear wall. After fast non linear analysis. Can you plz tell us why?

muhammadawaismalik-xm
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Sir When I did the analysis the sap software gives me the sentence " error in reading time history file" so How can I solve this problem.

abuamir
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