Seismic engineering hazard analysis: How can we show the numerical displacement values on the hanging wall and the footwall (strike-slip fault ) non-uniform? Is there a method? paper? How can we relate these values to the geometry of the fault (dip, rake, and depth)?
For more information, you can refer to my latest study (fig 6-7-8)
https://editor.copernicus.org/NHESS/ms_records/nhess-2021-351
If you have any information, please share it with me Mohammad Reza Hosseini
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