Exemple #1
0
from model.mesh import finit_el_model as fem
from model.boundary_cond import spring_bound_cond as sprbc
from model.sets import sets_mng as sets
from materials import typical_materials as tm
from model.geometry import geom_utils as gut
from materials.astm_aisc import ASTM_materials as astm
from actions import loads
from actions import load_cases as lcases
from actions.wind import base_wind as bw

# Default configuration of environment variables.
from postprocess.config import default_config
from postprocess import output_styles as outSty
from postprocess import output_handler as outHndl

workingDirectory = default_config.findWorkingDirectory() + '/'
execfile(workingDirectory + 'env_config.py')
sty = outSty.OutputStyle()

#Data
execfile(workingDirectory + 'data.py')

#             *** GEOMETRIC model (points, lines, surfaces) - SETS ***
FEcase = xc.FEProblem()
preprocessor = FEcase.getPreprocessor
prep = preprocessor  #short name
nodes = prep.getNodeHandler
elements = prep.getElementHandler
elements.dimElem = 3
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)  #Defines the
Exemple #2
0
from model.mesh import finit_el_model as fem
from model.boundary_cond import spring_bound_cond as sprbc
from model.sets import sets_mng as sets
from materials import typical_materials as tm
from actions import loads
from actions import load_cases as lcases
from actions import combinations as cc
from actions.earth_pressure import earth_pressure as ep
from model.geometry import geom_utils as gut
from postprocess.config import default_config

# Default configuration of environment variables.
from postprocess import output_styles as outSty
from postprocess import output_handler as outHndl

workingDirectory = default_config.findWorkingDirectory(
) + '/'  #search env_config.py
execfile(workingDirectory + 'env_config.py')
sty = outSty.OutputStyle()

#Data
execfile(workingDirectory + 'data.py')

#             *** GEOMETRIC model (points, lines, surfaces) - SETS ***
FEcase = xc.FEProblem()
prep = FEcase.getPreprocessor
nodes = prep.getNodeHandler
elements = prep.getElementHandler
elements.dimElem = 3
# Problem type
modelSpace = predefined_spaces.StructuralMechanics3D(nodes)  #Defines the
# dimension of the space: nodes by three coordinates (x,y,z) and