Example of use
=====================


.. code-block:: text

    # CONSTRUCTION DES MATRICES DU MODELE MECANIQUE


    ASSEMBLAGE (MODELE = MODNUM,

    CARA_ELEM = CARE,

    CHARGE = CHARGE_L,

    NUME_DDL =CO ("NAKED"),

    SOLVEUR =_F (METHODE = 'MUMPS'),

    MATR_ASSE =( _F (MATRICE = CO ("K"), OPTION = 'RIGI_MECA'),

    _F (MATRICE = CO ("M"), OPTION = 'MASS_MECA'),),

    );


    # CONSTRUCTION OF THE MATRICE REDUITE OF GUYAN SERVANT OF MATRICE_NORME


    # CL POUR THE CONSTRUCTION OF THE MATRICE REDUITE OF GUYAN


    CHAR_G = AFFE_CHAR_MECA (MODELE = MODNUM, DDL_IMPO =( _F (_F (GROUP_NO = 'OBSPOINT', DX=0.),),);


    ASSEMBLAGE (MODELE = MODNUM,

    CARA_ELEM = CARE,

    CHARGE =( CHAR_G, CHARGE_L),

    NUME_DDL =CO (" NU_G "),

    SOLVEUR =_F (METHODE = 'MUMPS'),

    MATR_ASSE =( _F (MATRICE = CO ("K1"), OPTION = 'RIGI_MECA'),

    _F (MATRICE = CO ("M1"), OPTION = 'MASS_MECA'),),

    );


    MOD_STA = MODE_STATIQUE (MATR_RIGI =K1,

    MATR_MASS =M1,

    MODE_STAT =( _F (GROUP_NO =' OBSPOINT ',

    AVEC_CMP =( 'X',),),),);


    NUME_RED = NUME_DDL_GENE (BASE = MOD_STA, STOCKAGE =' PLEIN ');


    MA_RE = PROJ_MATR_BASE (BASE = MOD_STA, NUME_DDL_GENE = NUME_RED, MATR_ASSE =M);

    K_RE= PROJ_MATR_BASE (BASE = MOD_STA, NUME_DDL_GENE = NUME_RED, MATR_ASSE =K);


    # ON CHOISIT (for example) LA MATRICE NORME COMME UNE COMBINAISON DES

    MATRICES REDUITES FROM MASSE AND RAIDEUR


    G_ GUY = COMB_MATR_ASSE (COMB_R =( _F (MATR_ASSE = MA_RE, COEF_R = 1. ),

    _F (MATR_ASSE = K_RE, COEF_R = 1.),),);


    ## CALCUL OF THE MATRICE OF PROJECTION ENTRE MODELE NUMERIQUE AND EXPERIMENTAL ## (concept corresp_2_mailla)

    ## METHODE COLLOCATION OBLIGATOIRE POUR CALC_ERC_DYN


    MATPROJ = PROJ_CHAMP (METHODE =' COLLOCATION ',

    PROJECTION =' NON ',

    MODELE_1 = MODNUM,

    MODELE_2 = MODEXP);


    ### CONDITIONNEMENET DES MESURES (concept MODES) SUR LES DDL QUI NOUS

    ### INTERESSENT

    OBS = OBSERVATION (RESULTAT = MODES,

    MODELE_1 = MODNUM,

    MODELE_2 = MODEXP,

    PROJECTION = 'OUI',

    TOUT_ORDRE = 'OUI',

    MATR_RIGI = KASEXP,

    MATR_MASS = MASEXP,

    NOM_CHAM = 'DEPL',

    FILTRE = _F (GROUP_MA = 'MESURE',

    NOM_CHAM = ('DEPL'),

    DDL_ACTIF = ('X',),),);


    ### RESOLUTION FROM PROBLEME FROM ERC


    CHOIX DES FREQUENCES SUR LESQUELLES WE'RE GOING RESOUDRE THE ERC:
LFREQ = DEFI_LIST_REEL (VALE = [0.12181191980055407,1.25*0.22507907903927654],);


    # CHOIX DES FREQUENCES SUR LESQUELLES

    ERC = CALC_ERC_DYN (EVAL_FONCTIONNELLE =' OUI ',

    MATR_PROJECTION = MATPROJ,

    MESURE = OBS,

    CHAMP_MESURE =' DEPL ',

    MATR_MASS =M,

    MATR_RIGI =K,

    MATR_NORME =G_ GUY,

    LIST_FREQ = LFREQ,

    GAMMA =0.5,

    ALPHA =0.5,

    INFO =1,

    SOLVEUR =_F (METHODE =' MUMPS ',),);