--- /dev/null
+DEBUT();
+
+# 1 - MISE EN DONNEES :
+# LECTURE DU MAILLAGE MED
+
+MAIL=LIRE_MAILLAGE(UNITE=21,
+ FORMAT='MED',);
+#
+# DEFINITION DES ELEMENTS FINIS UTILISES
+
+MODELE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+#
+# DEFINITION DU MATERIAU UTILISE
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.1E11,
+ NU=0.3,
+ RHO=7800.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ MATER=ACIER,),);
+
+#
+# DEFINITION DES CONDITIONS AUX LIMITES
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODELE,
+ DDL_IMPO=_F(GROUP_MA='ABB1A1',
+ DX=0.0,
+ DY=0.0,
+ DZ=0.0,),);
+
+# 2 - CALCUL DES CINQ PREMIERS MODES PROPRES
+#
+# CALCUL DES MATRICES ASSEMBLEES K ET M
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+ CHAM_MATER=CHMAT,
+ CHARGE=BLOQUAGE,
+ NUME_DDL=CO('NUMEDDL'),
+ MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
+ OPTION='RIGI_MECA',),
+ _F(MATRICE=CO('MASSE'),
+ OPTION='MASS_MECA',),),);
+#
+
+MODES=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+ MATR_B=MASSE,
+ CALC_FREQ=_F(
+ OPTION='PLUS_PETITE',
+ NMAX_FREQ=5,),);
+#
+# ECRITURE DES MODES AU FORMAT MED
+
+IMPR_RESU(MODELE=MODELE,
+ FORMAT='MED',
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=MODES,
+ NOM_CHAM='DEPL',),);
+
+FIN();
+#
--- /dev/null
+DEBUT();
+
+MA=DEFI_MATERIAU(ELAS=_F(E=210000000000,
+ NU=0.3,),);
+
+
+
+MAIL=LIRE_MAILLAGE(UNITE=21,
+ FORMAT='MED',
+ INFO_MED=2,);
+
+MODE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ PHENOMENE='MECANIQUE',
+ MODELISATION= '3D',),);
+
+
+
+MATE=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ MATER=MA,),);
+
+CHAR=AFFE_CHAR_MECA(MODELE=MODE,
+ FACE_IMPO=(
+ _F(GROUP_MA='ABB1A1',
+ DX=0,
+ DY=0,
+ DZ=0,),),
+ PRES_REP=(
+ _F(GROUP_MA='CDD1C1',
+ PRES=10000,),),);
+
+RESU=MECA_STATIQUE(MODELE=MODE,
+ CHAM_MATER=MATE,
+ EXCIT=_F(CHARGE=CHAR,),);
+
+RESU=CALC_ELEM(reuse =RESU,
+ MODELE=MODE,
+ CHAM_MATER=MATE,
+ RESULTAT=RESU,
+ OPTION=('SIGM_ELNO_DEPL','EQUI_ELNO_SIGM',),
+ EXCIT=_F(
+ CHARGE=CHAR,),);
+
+RESU=CALC_NO(reuse =RESU,
+ RESULTAT=RESU,
+ OPTION=('SIGM_NOEU_DEPL', 'EQUI_NOEU_SIGM', ),);
+
+IMPR_RESU(FORMAT='MED',
+ UNITE=80,
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=RESU,
+ NOM_CHAM=('SIGM_NOEU_DEPL','EQUI_NOEU_SIGM','DEPL',),),);
+
+FIN();
\ No newline at end of file
--- /dev/null
+
+
+DEBUT(CODE=_F(NOM='VIDE',
+ NIV_PUB_WEB='INTERNET',),);
+#
+
+MA=LIRE_MAILLAGE();
+
+
+FIN();
+#
--- /dev/null
+
+# PATRON
+# ANALYSE MODALE
+# 3D
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MODELE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+# MATERIAU
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.1E11,
+ NU=0.3,
+ RHO=7800.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ MATER=ACIER,),);
+
+# CONDITIONS AUX LIMITES ET CHARGEMENT
+# CONDITIONS AUX LIMITES
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODELE,
+ DDL_IMPO=_F(GROUP_MA='ENCAST',
+ LIAISON='ENCASTRE',),);
+# CALCUL DES MATRICES ASSEMBLEES K ET M
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+ CHAM_MATER=CHMAT,
+ CHARGE=BLOQUAGE,
+ NUME_DDL=CO('NUMEDDL'),
+ MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
+ OPTION='RIGI_MECA',),
+ _F(MATRICE=CO('MASSE'),
+ OPTION='MASS_MECA',),),);
+# CALCUL DES CINQ PREMIERS MODES
+
+MODES=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+ MATR_B=MASSE,
+ CALC_FREQ=_F(
+ OPTION='PLUS_PETITE',
+ NMAX_FREQ=5,),);
+# ECRITURE DES MODES AU FORMAT GMSH
+
+IMPR_RESU(MODELE=MODELE,
+ FORMAT='GMSH',
+ UNITE=19,
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=MODES,
+ NOM_CHAM='DEPL',),);
+
+FIN();
--- /dev/null
+
+# PATRON
+# ANALYSE MODALE
+# POUTRE
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MODELE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+# MATERIAU
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.1E11,
+ NU=0.3,
+ RHO=7800.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ MATER=ACIER,),);
+
+CARELEM=AFFE_CARA_ELEM(MODELE=MODELE,
+ POUTRE=_F(GROUP_MA='OBJET',
+ SECTION='CERCLE',
+ CARA=('R','EP',),
+ VALE=(1.0,0.01,),),);
+# CONDITIONS AUX LIMITES
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODELE,
+ DDL_IMPO=_F(GROUP_MA='ENCAST',
+ LIAISON='ENCASTRE',),);
+#MATRICES ASSEMBLEES K, M
+#
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+ CHAM_MATER=CHMAT,
+ CARA_ELEM=CARELEM,
+ CHARGE=BLOQUAGE,
+ NUME_DDL=CO('NUMEDDL'),
+ MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
+ OPTION='RIGI_MECA',),
+ _F(MATRICE=CO('MASSE'),
+ OPTION='MASS_MECA',),),);
+#5 PREMIERS MODES
+
+MODES=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+ MATR_B=MASSE,
+ CALC_FREQ=_F(
+ OPTION='PLUS_PETITE',
+ NMAX_FREQ=5,),);
+# MODES AU FORMAT GMSH
+
+IMPR_RESU(MODELE=MODELE,
+ FORMAT='GMSH',
+ UNITE=19,
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=MODES,
+ NOM_CHAM='DEPL',),);
+
+FIN();
--- /dev/null
+
+# PATRON
+# ANALYSE STATIQUE
+# 3D
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MAIL=DEFI_GROUP(reuse =MAIL,
+ MAILLAGE=MAIL,
+ CREA_GROUP_MA=_F(NOM='TOUT',
+ TOUT='OUI',),);
+
+MODMECA=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='TOUT',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.E11,
+ NU=0.3,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ MATER=ACIER,),);
+# CONDITIONS AUX LIMITES ET CHARGEMENT
+#POINT A : ENCASTREMENT
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODMECA,
+ DDL_IMPO=_F(GROUP_MA='ENCAST',
+ LIAISON='ENCASTRE',),);
+#POINT B : FORCE IMPOSEE
+
+CHARGT=AFFE_CHAR_MECA(MODELE=MODMECA,
+ FORCE_NODALE=_F(GROUP_NO='PB',
+ FY=1000.0,),);
+# RESOLUTION DU PROBLEME ELASTIQUE
+
+RESU1=MECA_STATIQUE(MODELE=MODMECA,
+ CHAM_MATER=CHMAT,
+ EXCIT=(_F(CHARGE=BLOQUAGE,),
+ _F(CHARGE=CHARGT,),),);
+# CALCUL DES EFFORTS
+
+RESU1=CALC_ELEM(reuse =RESU1,
+ RESULTAT=RESU1,
+ OPTION='EFGE_ELNO_DEPL',);
+# RESULTATS FORMAT GMSH
+
+IMPR_RESU(MODELE=MODMECA,
+ FORMAT='GMSH',
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=RESU1,
+ NOM_CHAM=('DEPL','EFGE_ELNO_DEPL',),),);
+
+FIN();
--- /dev/null
+
+# PATRON
+# ANALYSE STATIQUE
+# POUTRE
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MAIL=DEFI_GROUP(reuse =MAIL,
+ MAILLAGE=MAIL,
+ CREA_GROUP_MA=_F(NOM='TOUT',
+ TOUT='OUI',),);
+
+MODMECA=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='TOUT',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='POU_D_T',),);
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.E10,
+ NU=0.3,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(TOUT='OUI',
+ MATER=ACIER,),);
+R1 = 1.0;
+
+EP1 = 0.001;
+
+
+CARA_POU=AFFE_CARA_ELEM(MODELE=MODMECA,
+ POUTRE=_F(GROUP_MA='TOUT',
+ SECTION='CERCLE',
+ CARA=('R','EP',),
+ VALE=(R1,EP1,),),);
+
+# CONDITIONS AUX LIMITES ET CHARGEMENT
+
+#POINT A : ENCASTREMENT
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODMECA,
+ DDL_IMPO=_F(GROUP_NO='PA',
+ LIAISON='ENCASTRE',),);
+#POINT B : FORCE IMPOSEE
+
+CHARGT=AFFE_CHAR_MECA(MODELE=MODMECA,
+ FORCE_NODALE=_F(GROUP_NO='PB',
+ FY=1000.0,),);
+# RESOLUTION DU PROBLEME ELASTIQUE
+
+RESU1=MECA_STATIQUE(MODELE=MODMECA,
+ CHAM_MATER=CHMAT,
+ CARA_ELEM=CARA_POU,
+ EXCIT=(_F(CHARGE=BLOQUAGE,),
+ _F(CHARGE=CHARGT,),),);
+# CALCUL DES EFFORTS
+
+RESU1=CALC_ELEM(reuse =RESU1,
+ RESULTAT=RESU1,
+ OPTION='EFGE_ELNO_DEPL',);
+# RESULTATS FORMAT GMSH
+
+IMPR_RESU(MODELE=MODMECA,
+ FORMAT='GMSH',
+ RESU=_F(MAILLAGE=MAIL,
+ RESULTAT=RESU1,
+ NOM_CHAM=('DEPL','EFGE_ELNO_DEPL',),),);
+
+FIN();
--- /dev/null
+
+
+DEBUT();
+
+MESH=LIRE_MAILLAGE(UNITE=21,
+ FORMAT='MED',);
+
+MATER=DEFI_MATERIAU(THER=_F(LAMBDA=1.2,),);
+
+MODEL=AFFE_MODELE(MAILLAGE=MESH,
+ AFFE=_F(TOUT='OUI',
+ PHENOMENE='THERMIQUE',
+ MODELISATION='3D',),);
+
+MATFIELD=AFFE_MATERIAU(MAILLAGE=MESH,
+ AFFE=_F(TOUT='OUI',
+ MATER=MATER,),);
+
+LOADING=AFFE_CHAR_THER(MODELE=MODEL,
+ TEMP_IMPO=_F(GROUP_MA='Bloq',
+ TEMP=23.,),
+ FLUX_REP=_F(GROUP_MA='Press',
+ FLUN=2.,),
+ SOURCE=_F(GROUP_MA='Source',
+ SOUR=2.,),);
+
+TEMP=THER_LINEAIRE(MODELE=MODEL,
+ CHAM_MATER=MATFIELD,
+ EXCIT=_F(CHARGE=LOADING,),);
+
+IMPR_RESU(FORMAT='MED',
+ RESU=_F(RESULTAT=TEMP,),);
+
+FIN();
--- /dev/null
+
+# PATRON
+# ANALYSE MODALE
+# 3D
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MODELE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+# MATERIAU
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.1E11,
+ NU=0.3,
+ RHO=7800.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ MATER=ACIER,),);
+# CONDITIONS AUX LIMITES ET CHARGEMENT
+# CONDITIONS AUX LIMITES
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODELE,
+ DDL_IMPO=_F(GROUP_MA='ENCAST',
+ LIAISON='ENCASTRE',),);
+# CALCUL DES MATRICES ASSEMBLEES K ET M
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+ CHAM_MATER=CHMAT,
+ CHARGE=BLOQUAGE,
+ NUME_DDL=CO('NUMEDDL'),
+ MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
+ OPTION='RIGI_MECA',),
+ _F(MATRICE=CO('MASSE'),
+ OPTION='MASS_MECA',),),);
+# CALCUL DES CINQ PREMIERS MODES
+
+MODES=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+ MATR_B=MASSE,
+ CALC_FREQ=_F(
+ OPTION='PLUS_PETITE',
+ NMAX_FREQ=5,),);
+#CHARGEMENT
+
+EXCIT=AFFE_CHAR_MECA(MODELE=MODELE,
+ PRES_REP=_F(GROUP_MA='PRESSE',
+ PRES=100.e5,),);
+
+EXCEL=CALC_VECT_ELEM(OPTION='CHAR_MECA',
+ CHARGE=EXCIT,);
+
+EXCASS=ASSE_VECTEUR(VECT_ELEM=EXCEL,
+ NUME_DDL=NUMEDDL,);
+OMEGA = 10.0;
+
+
+SINU = FORMULE(VALE='sin(OMEGA*INST)',
+ NOM_PARA='INST',);
+#CALCUL TRANSITOIRE
+
+TRADIR=DYNA_LINE_TRAN(MATR_MASS=MASSE,
+ MATR_RIGI=RIGIDITE,
+ NEWMARK=_F(),
+ EXCIT=_F(VECT_ASSE=EXCASS,),
+ INCREMENT=_F(PAS=.01,
+ INST_FIN=10.,),);
+
+FIN();
--- /dev/null
+
+# PATRON
+# ANALYSE MODALE
+# 3D
+
+DEBUT();
+# MISE EN DONNEES
+
+MAIL=LIRE_MAILLAGE();
+
+MODELE=AFFE_MODELE(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ PHENOMENE='MECANIQUE',
+ MODELISATION='3D',),);
+# MATERIAU
+
+ACIER=DEFI_MATERIAU(ELAS=_F(E=2.1E11,
+ NU=0.3,
+ RHO=7800.0,),);
+
+CHMAT=AFFE_MATERIAU(MAILLAGE=MAIL,
+ AFFE=_F(GROUP_MA='OBJET',
+ MATER=ACIER,),);
+# CONDITIONS AUX LIMITES ET CHARGEMENT
+# CONDITIONS AUX LIMITES
+
+BLOQUAGE=AFFE_CHAR_MECA(MODELE=MODELE,
+ DDL_IMPO=_F(GROUP_MA='ENCAST',
+ LIAISON='ENCASTRE',),);
+# CALCUL DES MATRICES ASSEMBLEES K ET M
+
+MACRO_MATR_ASSE(MODELE=MODELE,
+ CHAM_MATER=CHMAT,
+ CHARGE=BLOQUAGE,
+ NUME_DDL=CO('NUMEDDL'),
+ MATR_ASSE=(_F(MATRICE=CO('RIGIDITE'),
+ OPTION='RIGI_MECA',),
+ _F(MATRICE=CO('MASSE'),
+ OPTION='MASS_MECA',),),);
+
+P=POST_ELEM(MASS_INER=_F(TOUT='OUI',
+ GROUP_MA='M',),);
+# CALCUL DES CINQ PREMIERS MODES
+
+MODES=MODE_ITER_SIMULT(MATR_A=RIGIDITE,
+ MATR_B=MASSE,
+ CALC_FREQ=_F(
+ OPTION='PLUS_PETITE',
+ NMAX_FREQ=5,),);
+#CHARGEMENT
+
+EXCIT=AFFE_CHAR_MECA(MODELE=MODELE,
+ PRES_REP=_F(GROUP_MA='PRESSE',
+ PRES=100.e5,),);
+
+EXCEL=CALC_VECT_ELEM(OPTION='CHAR_MECA',
+ CHARGE=EXCIT,);
+
+EXCASS=ASSE_VECTEUR(VECT_ELEM=EXCEL,
+ NUME_DDL=NUMEDDL,);
+OMEGA = 10.0;
+
+
+SINU = FORMULE(VALE='sin(OMEGA*INST)',
+ NOM_PARA='INST',);
+#PROJECTION
+
+MACRO_PROJ_BASE(BASE=MODES,
+ MATR_ASSE_GENE=(_F(MATRICE=CO('MASSPROJ'),
+ MATR_ASSE=MASSE,),
+ _F(MATRICE=CO('RIGIPROJ'),
+ MATR_ASSE=RIGIDITE,),),
+ VECT_ASSE_GENE=_F(VECTEUR=CO('EXCPROJ'),
+ VECT_ASSE=EXCASS,),);
+#CALCUL TRANSITOIRE
+
+TRAMOD=DYNA_TRAN_MODAL(MASS_GENE=MASSPROJ,
+ RIGI_GENE=RIGIPROJ,
+ AMOR_REDUIT=(.02,.01,),
+ INCREMENT=_F(INST_INIT=0.0,
+ INST_FIN=10.0,
+ PAS=.001,),
+ EXCIT=_F(VECT_GENE=EXCPROJ,
+ FONC_MULT=SINU,),);
+
+FIN();
copyfiles('../Editeur',os.path.join(path_distrib,'Editeur'),['*.py','faqs.txt'])
copyfiles('../InterfaceTK',os.path.join(path_distrib,'InterfaceTK'),['*.py','faqs.txt'])
copyfiles('../InterfaceQT',os.path.join(path_distrib,'InterfaceQT'),['*.py','faqs.txt'])
- copyfiles('../Ui',os.path.join(path_distrib,'Ui'),['*.py'])
- copyfiles('../Ui',os.path.join(path_distrib,'Ui'),['*.ui'])
+ copyfiles('../Ui',os.path.join(path_distrib,'Ui'),['*.ui'],'makefile')
copyfiles('../Openturns',os.path.join(path_distrib,'Openturns'),['*.py','*.ini'])
copyfiles('../Ihm',os.path.join(path_distrib,'Ihm'),['*.py'])
copyfiles('../Extensions',os.path.join(path_distrib,'Extensions'),['*.py'])
copyfiles('../Noyau',os.path.join(path_distrib,'Noyau'),['*.py'])
copyfiles('../Validation',os.path.join(path_distrib,'Validation'),['*.py'])
- copyfiles('../Tools',os.path.join(path_distrib,'Tools'),['*.py'])
- copyfiles('../Tools/foztools',os.path.join(path_distrib,'Tools','foztools'),['*.py'])
- copyfiles('../Pmw',os.path.join(path_distrib,'Pmw'),['*.py'])
- copyfiles('../Pmw/Pmw_1_2',os.path.join(path_distrib,'Pmw','Pmw_1_2'),['*.py'])
- copyfiles('../Pmw/Pmw_1_2/lib',os.path.join(path_distrib,'Pmw','Pmw_1_2','lib'),['*.py','Pmw.def'])
-
tarball= maketarball('dist',nom_distrib,nom_distrib)
try:
print "Repertoire de download inconnu : ",dir_download
- try:
- shutil.copytree(path_TextTools,os.path.join(path_distrib,'Tools','TextTools'))
- except:
- print "Impossible de recuperer mxTextTools : ",dir_download
- sys.exit(1)
-
def make_dir(dir_cible):
if type(dir_cible) is not types.StringType:
--- /dev/null
+PYUIC = /local/opt/V3_2_7/SALOME3/prerequis/PyQt-3.13/bin/pyuic
+.PHONY : all
+.SUFFIXES : .ui .py
+
+
+PY_FILES = desChoixCata.py desCommande.py desCommentaire.py desError.py desFormule.py desInactif.py \
+ desInclude.py desListeParam.py desMacro.py desMCFact.py desMCListAjout.py desParam.py \
+ desPlusieursBase.py desPlusieursInto.py desPoursuite.py desRacine.py desSelectVal.py \
+ desUniqueASSD.py desUniqueBase.py desUniqueComp.py desUniqueInto.py desUniqueSDCOInto.py \
+ desUniqueSDCO.py desVisu.py myMain.py
+
+%.py:%.ui
+ ${PYUIC} -o $@ $<
+
+all : $(PY_FILES)
