% PLATE_RESULT_SCHEMA  Fields of the result struct plate_fd returns.
%
%   All displacements are the departure from the static equilibrium under
%   gravity, w - w0; result.static carries w0 itself.
%
%   result.method        'fd'
%   result.grid          x (1 x nx), y (1 x ny): the grid [m], spanning the box of the plate
%   result.t             time axis of the series [s], one sample per 1/fs, each the
%                        average over the steps it contains
%   result.probe         x, y (actual probe node), and the series w [m] (total
%                        departure), sxx, syy, txy, vm, sp [Pa] (from the flexural part)
%   result.frames        t (1 x nf); w the flexural field, w_total the flexural field
%                        plus the rigid-body motion, vm and sp the surface stresses,
%                        each ny x nx x nf (rows index y, columns index x), NaN off the
%                        plate; rigid (nr x nf) the rigid-body coordinates at the frames
%   result.envelope      vm, sp: peak over the saved frames, ny x nx [Pa]
%   result.spectrum      f [Hz], w [m], vm [Pa]: amplitude spectra of the probe series
%   result.audio         fs [Hz], p (pressure at the listener) [Pa], t0 (dropped travel
%                        time) [s], model ('baffled' or 'unbaffled')
%   result.rigid         nr; names {1 x nr}; series (nr x nt) the rigid-body coordinates:
%                        a translation [m] along the normal at the pivot and two rotations
%                        [rad] about the in-plane axes eh and ed through the pivot
%                        (pivot_x, pivot_y, ed, eh); hz the frequencies of the rigid-body
%                        modes of the mount, ascending, and mode_names the coordinate
%                        that dominates each
%   result.supports      n; names, units, kinds {1 x n}; series (n x nt) the force each
%                        support applies [N]; static (1 x n) the same at rest
%   result.static        w0 (ny x nx) the deflection at rest, sag = max |w0|; gx, gy, gz
%                        the direction of gravity in plate coordinates and g; mass, xc, yc;
%                        held (ny x nx) the nodes the mount holds; Nxx, Nyy, Nxy [N/m]
%                        the self-weight stress resultants when the plate hangs
%   result.info          nx, ny, dx, dy, dt, dt_max, cfl, nsteps, ncells, nunknowns, shape,
%                        mount, cell_steps, fs, stable, diverged_step, loop ('numbl' or
%                        'webgpu'), loop_s, wall_s, notes (cell array of strings about
%                        the idealizations that applied to this run)
%
%   This file documents the convention and has no executable content.