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Site Response Analysis (s3hark) / Re: User defined input motions and rigid halfspace definition
« on: June 14, 2021, 03:22:27 PM »
Thank you very much for your reply,
Just a couple more questions, in the case of a rigid halfspace, is it there any configuration ? or in this case it would be necessary to increase the bedrock Vs and Density ? I am intending to simulate the response of a centrifuge experiment, so the base could be considered as a rigid halfspace.
And a second question is related about extracting the data from the simulations, I watched one of the tutorial videos in which there is a MATLAB file to extract and process the data, are those MATLAB files available anywhere ?
Best regards.
Just a couple more questions, in the case of a rigid halfspace, is it there any configuration ? or in this case it would be necessary to increase the bedrock Vs and Density ? I am intending to simulate the response of a centrifuge experiment, so the base could be considered as a rigid halfspace.
And a second question is related about extracting the data from the simulations, I watched one of the tutorial videos in which there is a MATLAB file to extract and process the data, are those MATLAB files available anywhere ?
Best regards.