I have derived force constants for MD simulations from vibrational frequency calculations of QM Gaussian calculations. The QM to MD force constant conversion is from my own software. Now that I've implemented those force constants in Gromacs I want to validate my force constants back against those frequency values from Gaussian.
So I am using normal mode analysis in Gromacs i.e.,
Energy minimisation to < 0.001 force threshold via cg or L-BFGS.
Pulled out double precision from the trajectory file.
Integration using nm (normal mode) analysis to generate a force field hessian. Then pull the eigenfreq from the hessian.
The first few frequency values from my QM vib freq are (I've truncated):
18.3, 210.0, 342.9, 415.3, 475.0, 527.2, 653.6, 705.7, 742.8
The first few frequency values from my MD hessian are:
1.1, 1.2, 1.6, 1.7, 2.1, 2.4, 7.5, 46.1, 46.6, 61.2.
As you can see, very different.
I feel as though comparing two sets of frequencies from two energy minima is woefully inaccurate, for a start, I can't see how it would be possible to ensure that both structures are in the same minimum.
I would like to hear anyone's thoughts on how to compare back from MD structural data to QM structural data.
Thanks