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The following typesetting conventions are used in this manual
| courier | blue monospace font : Matlab function names, variables |
| feplot | light blue monospace font: SDT function names |
| command | pink : strings and SDT Commands |
| var | italic pink: part of command strings that have to be replaced by their value |
| % comment | green: comments in script examples |
| Italics | MATLAB Toolbox names, mathematical notations, and new terms when they are defined |
| Bold | key names, menu names and items |
| Small print | comments |
| (1,2) | the element of indices 1, 2 of a matrix |
| (1,:) | the first row of a matrix |
| (1,3:end) | elements 3 to whatever is consistent of the first row of a matrix |
Programming rules are detailed under section 7.17. Conventions used to specify string commands used by user interface functions are detailed under commode.
Usual abbreviations are
| CMS | Component Mode Synthesis (see section 6.3.3) |
| COMAC | Coordinate Modal Assurance Criterion (see ii_mac) |
| DOF,DOFs | degree(s) of freedom (see section 7.5) |
| FE | finite element |
| MAC | Modal Assurance Criterion (see ii_mac) |
| MMIF | Multivariate Mode Indicator Function (see ii_mmif) |
| POC | Pseudo-orthogonality check (see ii_mac) |
For mathematical notations, an effort was made to comply with the notations of the International Modal Analysis Conference (IMAC) which can be found in Ref. [1]. In particular one has
| matrix, vector | |
| conjugate | |
| input shape matrix for model with N DOFs and
NA inputs (see section 5.1). | |
| sensor output shape matrix, model with N DOFs and NS
outputs (see section 5.1). | |
| correction matrix for high frequency modes (see section 5.6) | |
| correction matrix for low frequency modes (see section 5.6) | |
| mass, damping and stiffness matrices | |
| numbers of degrees of freedom, modes | |
| numbers of sensors, actuators | |
| principal coordinate (degree of freedom of a normal mode model) (see section 5.2) | |
| degree of freedom of a finite element model | |
| Laplace variable ( | |
| inputs (coefficients describing the time/frequency content of applied forces) | |
| outputs (measurements, displacements, strains, stresses, etc.) | |
| dynamic stiffness matrix (equal to |
| dynamic compliance matrix (force to displacement transfer function) | |
| design parameters of a FE model (see section 6.5.2) | |
| additive modifications of the mass, damping and stiffness matrices (see section 6.5.2) | |
| non-diagonal modal damping matrix (see section 5.3) | |
| complex pole (see section 5.5) | |
| real or normal modes of the undamped system(NM ≤ N) | |
| modal stiffness (diagonal matrix of modal frequencies squared) matrices (see section 5.2) | |
| NM complex modes of a first order symmetric structural model (see section 5.5) | |
| NM complex modes of damped structural model (see section 5.5) |