thanks for such a nice video..but i steel did not understand how we convert time-acceleration (earthquake data) to accelration-period (design spectrum)? Becouse earth data comes with time and time converted to period...in this particular transition what formula we use? have any video to explain pls or planig to make such a video? thanks
Thanks for this detailed information sir. I have a question: @21:47 We can see A,g - Tn (sec) graph on bottom. I tried to make that plot but if i make calculations for 0,01 second (TN) your excell becomes unuseable. I tried same thing with my own excell sheet and got the same result. Why can't we calculate T=0,01 second Acc value?
yes ur right, user should create a macro to calculate the response for atleast .01sec interval. I only showed a response for chosen Period of structure just to show technically that excel as a numerical tool can generate response spectra but to the correctness up to 0.01sec interval will depend on user.thanks for watching :)
At saka regarding din po sa pagpili ng Time History galing sa PEER website. Medyo nalito po ako sa explanation nyo tungkol sa Data. Parang iba po kasi ang format ng Galing sa PEER website. Bka po Pwede din kayo magbigay ng video tungkol sa Pagconvert ng Data from PEER website sa Format ng Acceleration sa Video nyo na to. Please..🙏🙏
Lo máximo!! Muchas gracias por compartir tus conocimientos!! Saludos desde Perú!
sir, plz guide on how to convert time vs acceleration data to time vs displacement.
thanks for such a nice video..but i steel did not understand how we convert time-acceleration (earthquake data) to accelration-period (design spectrum)? Becouse earth data comes with time and time converted to period...in this particular transition what formula we use? have any video to explain pls or planig to make such a video? thanks
Thanks for this detailed information sir.
I have a question:
@21:47 We can see A,g - Tn (sec) graph on bottom. I tried to make that plot but if i make calculations for 0,01 second (TN) your excell becomes unuseable. I tried same thing with my own excell sheet and got the same result. Why can't we calculate T=0,01 second Acc value?
yes ur right, user should create a macro to calculate the response for atleast .01sec interval. I only showed a response for chosen Period of structure just to show technically that excel as a numerical tool can generate response spectra but to the correctness up to 0.01sec interval will depend on user.thanks for watching :)
Sir , Do you give that chapter name from AK Chopra book, where we can see it ? Also share that excel sheet
cedesignreport.blogspot.com/2019/11/response-spectrum-using-el-centro.html
Does anyone have the excel sheet please
please how can i get the excel sheet for earthquake data?
Does anybody have this code in mathcad? I've got do it in excel, but in mathcad I have problems.
Sir, could you please share that excel sheet?
cedesignreport.blogspot.com/2019/11/response-spectrum-using-el-centro.html
thanks for video but if we wanna find system acceleration how to do it thanks
did u find answer for ur question?
Hi po sir! Maari po ba kayo magbigay ng video tungkol sa Modal Damping at Rayleigh Damping? Please..🙏🙏
At saka regarding din po sa pagpili ng Time History galing sa PEER website. Medyo nalito po ako sa explanation nyo tungkol sa Data. Parang iba po kasi ang format ng Galing sa PEER website. Bka po Pwede din kayo magbigay ng video tungkol sa Pagconvert ng Data from PEER website sa Format ng Acceleration sa Video nyo na to. Please..🙏🙏
Would you like to share this spreadsheet or this excel file, sir?
cedesignreport.blogspot.com/2019/11/response-spectrum-using-el-centro.html