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Nonlinear Time history Analysis in ETABS Software v20 

KSSE Structural Engineers
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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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3 авг 2024

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Комментарии : 27   
@sobrevigaezekeilkeizen8096
@sobrevigaezekeilkeizen8096 Год назад
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.
@abuamir3172
@abuamir3172 Год назад
Sir. Could you please make a video on how to conduct a nonlinear time history analysis in Sap2000 software for steel structure
@KSSE_Engineer
@KSSE_Engineer Год назад
Noted keep tune
@sagarconsultants2384
@sagarconsultants2384 Год назад
How to calculate Scale Factor Value for Time History as per IS Code.
@chocohazelnuttt
@chocohazelnuttt Год назад
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!
@KSSE_Engineer
@KSSE_Engineer Год назад
Hi dear, you can check your input carefully like the video. If you wore unable then please join the channel membership I will solve your problem personally.
@chocohazelnuttt
@chocohazelnuttt Год назад
@@KSSE_Engineer thank you for the response! I will join the membership as soon as possible, but also ive already sent you an email with some images. Maybe you can check on it.
@KSSE_Engineer
@KSSE_Engineer Год назад
@@chocohazelnuttt Please send your model via email.
@chocohazelnuttt
@chocohazelnuttt Год назад
@@KSSE_Engineer Ive sent it already, thank you!
@rohankatta7244
@rohankatta7244 Год назад
You have to check your time history station file (.txt) and Put the time interval between two points correctly which was may be written on your .txt file.
@abuamir3172
@abuamir3172 Год назад
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.
@KSSE_Engineer
@KSSE_Engineer Год назад
What is the error? Maybe you define wrong the step time , skip points and others . You can check my channel there is more videos how to conduct time history analyses.
@jurnalisnh8094
@jurnalisnh8094 Год назад
hello sir, may i ask, why i cant open hinge result after the analysis, i'm following ur step so far and it happen
@KSSE_Engineer
@KSSE_Engineer Год назад
Maybe you forgot to check the nonlinear analysis from the load cases
@jurnalisnh8094
@jurnalisnh8094 Год назад
@@KSSE_Engineer sorry to bother, im choosing the Linear Modal, is it the cause? so i need to change it to Nonlinear Modal(FNA)
@user-zs9zl5in5e
@user-zs9zl5in5e 5 месяцев назад
hello sir, is it possible to perform Time history analysis on Stiffened steel plate shear wall on Etabs. Steel plate shear wall not concrete.
@KSSE_Engineer
@KSSE_Engineer 5 месяцев назад
Yes .
@user-zs9zl5in5e
@user-zs9zl5in5e 5 месяцев назад
@@KSSE_Engineer how to add stiffeners on simple SPSW
@ch_doodles
@ch_doodles 3 месяца назад
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?
@KSSE_Engineer
@KSSE_Engineer 2 месяца назад
You should assign an overwrite hinge from Assign .
@SagarNaik-cw5fd
@SagarNaik-cw5fd 2 месяца назад
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.
@KSSE_Engineer
@KSSE_Engineer 2 месяца назад
Please follow the video carefully you won’t get error.
@riyamaji3372
@riyamaji3372 8 дней назад
Sir after nonlinear time history analysis my displacement results shows very less and other results also. Dont understand where is the problem
@KSSE_Engineer
@KSSE_Engineer 8 дней назад
You can scale the earthquake recode .
@user-zs9zl5in5e
@user-zs9zl5in5e 3 месяца назад
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?
@KSSE_Engineer
@KSSE_Engineer 3 месяца назад
W salam , maybe the analysis not converged. So I recommend you to conduct a linear analysis first and then do the nonlinear after the analysis completed see the analysis message.
@user-zs9zl5in5e
@user-zs9zl5in5e 3 месяца назад
@@KSSE_Engineer i got analysis message but results are not compatible after applying Steel plate shear wall. i have seen your all videos, i am making some mistake. you help guide us alo.t
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