コード例 #1
0
               elset='elset_lines'))

# Displacements
boundary = network.leaves()
mdl.add(PinnedDisplacement(name='disp', nodes=boundary))

# Loads

mdl.add(PointLoad(name='load_weights', nodes='load_pts', z=-100))

# Steps

mdl.add([
    GeneralStep(name='step_bc', displacements=['disp']),
    GeneralStep(name='step_load', loads='load_weights'),
])
mdl.steps_order = ['step_bc', 'step_load']

# Summary

# mdl.summary()

# Run
exe = '/Applications/OpenSees3.2.1/OpenSees'
mdl.write_input_file('opensees', fields='u')
mdl.analyse('opensees', exe=exe, cpus=4, license='research')
mdl.extract_data('opensees', fields='u', steps='all', exe=exe)
mdl.analyse_and_extract(software='opensees', exe=exe, fields=['u'])

# print(mdl.results['step_load']['nodal']['um'][0])
コード例 #2
0
s.add_load(GravityLoad(name='load_gravity', elements=['shell']))

# add steps --------------------------------------------------------------------

step = GeneralStep(name='gravity_step',
                   nlgeom=False,
                   displacements=['supports'],
                   loads=['load_gravity'],
                   type='static')

s.add_steps([step])

s.steps_order = ['gravity_step']

# analyse ----------------------------------------------------------------------

fields = 'all'
s.write_input_file(software='ansys', fields=fields)
s.analyse(software='ansys', cpus=4, delete=True)
s.extract_data(software='ansys', fields=fields, steps='last')

# visualise results ------------------------------------------------------------

rhino.plot_data(s,
                step='gravity_step',
                field='uz',
                scale=100,
                colorbar_size=0.3)
rhino.plot_reaction_forces(s, step='gravity_step', scale=.001)