is it necessary to add non-linear hinge in all frame while doing time history analysis? i have done all the steps but the analysis of my model doesnt come to an end.. while analyzing the null steps are increasing
Dear Sir, this video helped me a lot. Sir, can you kindly let me know with a video of developing fragility curves for seismic damage analysis for the same building with the same quake. Thanks and hoping an affirmative response.
hello sir, thank you for the video . but i dont understand why a value of 3 has been applied on shell as uniform load for DEAD LOAD case. i think the self weight of the shell is already inbuilt in sap2000.
Hello Sir, I appreciate your video and it really helps me alot. I just want to know one thing from where i can got Time history data for champa which was you used in your video. I am searching for Indian time history data but failed. So please give some information about this or please mail me any information regarding this, I shall be highly obliged to you.
Hello vaibhav! This is the link to get any earthquake ground motion. ngawest2.berkeley.edu Just open the link and sign up. Then u can download any ground motion. Cheers!! And don't forget to shake the structure! :p
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Thank you for this tutorial.
Well done! Great video! It helps me a lot as far as it concerns the time history analysis.
is it necessary to add non-linear hinge in all frame while doing time history analysis? i have done all the steps but the analysis of my model doesnt come to an end.. while analyzing the null steps are increasing
Dear Sir, this video helped me a lot. Sir, can you kindly let me know with a video of developing fragility curves for seismic damage analysis for the same building with the same quake. Thanks and hoping an affirmative response.
thank you for this great video.
i just want to know if i should include the time history in the load combination or not ?
Do you have any answer for this question? I'm waiting for your answer. I need this answer a lot. Please thank you..
hello sir, thank you for the video . but i dont understand why a value of 3 has been applied on shell as uniform load for DEAD LOAD case. i think the self weight of the shell is already inbuilt in sap2000.
what unit u have took sir...reply asap plz
May i know what is the scale factor value for time history? why 9.81? Is it because the unit for data is g while for SAP2000 is ms-2 ?
Thanks for this great video.
It's possible to have the file .sdb?
Thank you in advance.
Hello Sir, I appreciate your video and it really helps me alot.
I just want to know one thing from where i can got Time history data for champa which was you used in your video.
I am searching for Indian time history data but failed. So please give some information about this or please mail me any information regarding this, I shall be highly obliged to you.
Hello vaibhav!
This is the link to get any earthquake ground motion.
ngawest2.berkeley.edu
Just open the link and sign up. Then u can download any ground motion.
Cheers!! And don't forget to shake the structure! :p
@rock6794 Hi sir, Can i please get those files in the folder (CSI tutorials and sap2000 tutorials) in ur computer?