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Tag Archives: Ka
Retaining wall analysis – FEA and hand calculations
I have used the PlateMC spreadsheet described in the previous post to compare the results of a finite element analysis of a retaining wall with a similar analysis using the commercial package Strand7, and a simple hand calculation using Coulomb … Continue reading
Posted in Excel, Finite Element Analysis, Fortran, Frame Analysis, Geotechnical Engineering, Link to dll, Link to Python, Newton, NumPy and SciPy, Strand7, UDFs, VBA
Tagged Coulomb, ctypes, Excel, FEA, Fortran, Ka, link to dll, plane strain, Programming the Finite Element Method, Python, soil-structure interaction, staged analysis, VBA, xlwings
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