Dear Sir..What parameters are needed for the selection of ground motions for the seismic zone-IV (as per IS code) and how can I determine for the Shimla city? Hoping for your kind guidance. Thanks and Regard
Respected Sir, If vertical response spectrum is not present in seismic code of design, then out of these two function, which function should be used in linear time history analysis 1) Scaling of vertical ground motion time history as 2/3 of horizontal response spectra. OR 2) Scaling vertical ground motion time history as only horizontal response spectra. Looking for your guidance and support. Thank you.
Generally, we can download acceleration time history functions in all the three directions (two hzl and 1 vcl). In such case, you can use the downloaded vertical ground motion and scale it for the analysis. In the absence of vertical ground motion, use 2/3 of horizontal acceleration time history.
Dear Sir..What parameters are needed for the selection of ground motions for the seismic zone-IV (as per IS code) and how can I determine for the Shimla city? Hoping for your kind guidance.
Thanks and Regard
How to construct response spectrum..... You add spectra in define target.... How to make themmm ......plz tell us....thank you in advance
good job, can you send me the software link.
Respected Sir,
If vertical response spectrum is not present in seismic code of design, then out of these two function, which function should be used in linear time history analysis
1) Scaling of vertical ground motion time history as 2/3 of horizontal response spectra.
OR
2) Scaling vertical ground motion time history as only horizontal response spectra.
Looking for your guidance and support.
Thank you.
Generally, we can download acceleration time history functions in all the three directions (two hzl and 1 vcl). In such case, you can use the downloaded vertical ground motion and scale it for the analysis. In the absence of vertical ground motion, use 2/3 of horizontal acceleration time history.
sorry sir can i get the software seismomatch cause the link is target spectrum not the software
U can ask to seismomatch software provider... they are issued the academic version of it...
U have to provide only your academic mail info...
sir how did you create Indian standard response spectrum? and what is target spectrum actually? please reply
drive.google.com/file/d/1nUEwe6FdKoX856A5OTZigz2ykGa1DqBC/view?usp=sharing
Thank you so much sir
@@structuralengineeringmodel486 Sir seismomatch download software drive link? Thanks
It is not matching. Also, it is changing the displacement time history significantly