Recent Comments
Z on Reinforced concrete elastic an… 
dougaj4 on Reinforced concrete elastic an… dougaj4 on Reinforced concrete elastic an… Z on Reinforced concrete elastic an… Z on Reinforced concrete elastic an… dougaj4 on Downloads dougaj4 on Installing Adobe Reader non-DC… dougaj4 on Reinforced concrete elastic an… Z on Reinforced concrete elastic an… Z on Installing Adobe Reader non-DC… Z on Downloads Z on Daily Download 8: Drawing in… py_ConBeamU and Stra… on py_ConBeamU and Strand7 check… dougaj4 on Daily Download 8: Drawing in… Z on Daily Download 8: Drawing in…
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
Leave a comment
Newton Excel Bach, not (just) an Excel Blog 