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Tag Archives: Excel
Transferring and converting strings in Excel and Python
The load table for the 3D Frame spreadsheet has a column listing the global axis for each load as text (X, Y, or Z). In the VBA version the table is converted to a variant array, and the axes are handled … Continue reading
Posted in Excel, Link to Python, Newton, NumPy and SciPy, VBA
Tagged Excel, map, Numpy, ord, Python, String functions, upper, VBA, xlwings
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3D Frames, axes and stiffness matrices
In the course of adding provision for spring end releases to the 3DFrame spreadsheet, I have also tidied up the code for generating the structure stiffness matrix, and added some documentation to the spreadsheet. The revised spreadsheet (version 2.02) can … Continue reading
Posted in Arrays, Beam Bending, Excel, Finite Element Analysis, Frame Analysis, Newton, Strand7, UDFs, VBA
Tagged 3D frame analysis, 3D stiffness matrix, Excel, global axes, local axes, moment release, spring end release, Strand7, VBA
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More on Lookups
Following my recent post on nearest lookups, I came across a post from Charles Williams on the opposite problem; how to do an exact VLookup on a large amount of data without taking all day, but still retaining the ability to return … Continue reading
Nearest Lookup Function
The Excel Lookup functions (including VLookup, HLookup and Match) all allow for an “exact” or “closest” match on numerical data, but the closest option has a number of problems: The data must be sorted For VLookup and HLookup the data … Continue reading
Posted in Coordinate Geometry, Excel, Maths, UDFs, VBA
Tagged Dist, Excel, HLookup, Match/Index, Nearest, Problems with Lookups, UDF, VBA, VLookup
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Non-linear frame analysis; moment curvature and self-weight
The Python/Fortran/Excel frame analysis program (previous version here) now has several new features added to the 2D-solver routines: The beam bending behaviour may now be specified with moment-curvature tables, rather than the linear-plastic behaviour required in the previous version. Beam … Continue reading
Posted in Arch structures, Beam Bending, Concrete, Excel, Finite Element Analysis, Fortran, Frame Analysis, Link to dll, Link to Python, NumPy and SciPy, Strand7, VBA
Tagged Excel, FEA, Fortran, Frame Analysis, link to dll, moment curvature, Non-linear concrete, Non-linear geometry, Programming the Finite Element Method, Python, SciPy, sparse solvers, VBA, xlwings
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