CSI ETABS - 21 Time History Analysis | Part 2

[BashirAhmed-jozq]

Learning alot from yuor videos
Thanks Buddy

[Engr_Zeeshan]

sir, you used time of 30 seconds, kindly guide from where in the earthquake records it is mentioned?
also how to use the sine function

[muhammadabbaskhan]

I performed LTHA analysis but my Base Shear values are much larger than ELF method. I spectrally matched the ground motions

[زينبقحطانحسنسعيد]

Thank you for this video. I have questions when used nonlinear time history analysis by direct integration method this massage shows in result menu ( NON-ZERO TIME-HISTORY FUNCTION VALUES WILL BE IGNORED AT START OF LOAD CASE). what I'll do to solve this?

[ToobaForTheStrangers-ar]

Thank you so much for this video.
If we are performing a non linear time history analysis, will the steps be the same regarding the scale factor and the scaling of base shear values due to the non linear time history load cases with the base shear value due to static seismic loads?

[mdhisamuzzaman]

Thank you bro it was so much helpful jajkallah

[hidupsantuy]

hello sir, when it comes to TH X load case, my FY is zero, and when it TH Y load case my FX is zero?
what should i do? (base reaction)

[naiba]

in Time History Analysis, some frames fail again, does it means in Time History Analysis, we need to provide stronger frames in this model? compared to response spectrum analysis and equivalent later load analysis.

[shahkar_alam]

why you don't take U2 in TH-Y load case.

[emdadulhaque]

Assalamualaikum. Thank you very much. Do you have Nonlinear Time History Analysis Etabs Tutorials