pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_eigenvalue_solvers.py
<<< directory: tests, test files: 1
<<< tests/test_eigenvalue_solvers.py
sfepy: left over: ['verbose', 'Solver', '__builtins__', 'dims', 'shape', '__file__', '__name__', 'TestCommon', 'nm', '_filename', 'UserMeshIO', 'gen_block_mesh', '__package__', 'eigs_expected', 'time', '__doc__', 'mesh_hook']
sfepy: reading mesh [user] (function:mesh_hook)...
sfepy: ...done in 0.00 s
sfepy: creating regions...
sfepy:     Omega
sfepy:     Gamma
sfepy: ...done in 0.01 s
sfepy: equation "eq":
sfepy: dw_laplace.i.Omega(s, t) = 0
sfepy: updating variables...
sfepy: ...done
sfepy: setting up dof connectivities...
sfepy: ...done in 0.00 s
sfepy: matrix shape: (361, 361)
sfepy: assembling matrix graph...
sfepy: ...done in 0.00 s
sfepy: matrix structural nonzeros: 3025 (2.32e-02% fill)
>>> test instance prepared (1 test(s))
... evp0
... [ 0.04904454+0.j  0.12170685+0.j  0.19257998+0.j  0.24082108+0.j
  0.30876123+0.j]
... evp0h
... [ 0.04904454  0.12170685  0.12170685  0.19257998  0.24082108]
... evp1
... [ 0.04904454  0.12170685  0.12170685  0.19257998  0.24082108]
... evp2
... [ 0.04904454  0.12170685  0.12170685  0.19257998  0.24082108]
... evp3
... solution times:
... 0.01 [s] : evp0h eig.scipy
... 0.02 [s] : evp0 eig.scipy
... 0.08 [s] : evp1 eig.sgscipy
... 0.24 [s] : evp2 eig.scipy_lobpcg
--- test_eigenvalue_solvers: failed!
!!! 1 test failed
1 test file(s) executed in 0.36 s, 1 failure(s) of 1 test(s)
pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_input_linear_elastic_probes.py
<<< directory: tests, test files: 1
<<< tests/test_input_linear_elastic_probes.py
sfepy: left over: ['verbose', '__builtins__', '_filename', '__file__', '__package__', 'TestInput', 'input_name', '__name__', 'output_name', '__doc__']
--- test instance creation failed
Traceback (most recent call last):
  File "run_tests.py", line 209, in <module>
    main()
  File "run_tests.py", line 200, in main
    run_tests(stats, dirname, [filename])
  File "run_tests.py", line 134, in run_tests
    n_fail, n_total, test_time = run_test(conf_name, options)
  File "run_tests.py", line 86, in run_test
    test = conf.funmod.Test.from_conf(conf, options)
  File "/home/pyontaku14/sfepy/tests/tests_basic.py", line 30, in from_conf
    test_conf = ProblemConf.from_file(input_name, required, other)
  File "/home/pyontaku14/sfepy/sfepy/base/conf.py", line 346, in from_file
    funmod = import_file(filename, package_name=False)
  File "/home/pyontaku14/sfepy/sfepy/base/base.py", line 148, in import_file
    mod = __import__(name)
  File "/home/pyontaku14/sfepy/examples/linear_elasticity/linear_elastic_probes.py", line 25, in <module>
    from sfepy.postprocess.probes_vtk import Probe
  File "/home/pyontaku14/sfepy/sfepy/postprocess/probes_vtk.py", line 5, in <module>
    import vtk
ImportError: No module named vtk
pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$ python run_tests.py --debug tests/test_input_shell10x_cantilever.py
<<< directory: tests, test files: 1
<<< tests/test_input_shell10x_cantilever.py
sfepy: left over: ['verbose', '__builtins__', '_filename', '__file__', '__package__', 'TestInput', 'input_name', '__name__', 'output_name', '__doc__']
sfepy: left over: ['force', 'verbose', 'mesh_hook', 'transform', 'shape', 'xmin', 'sci', '__package__', 'poisson', 'qp_coors', 'UserMeshIO', '_filename', 'young', 'thickness', 'qp_weights', 'post_process', 'aux', '__builtins__', '__file__', 'sh', 'dims', '__name__', 'Integral', '__doc__', 'pload', 'xmax', 'output']
>>> test instance prepared (1 test(s))
... solving ../examples/linear_elasticity/shell10x_cantilever.py...
sfepy: reading mesh [user] (function:mesh_hook)...
sfepy: ...done in 0.00 s
sfepy: warning: mesh with topological dimension 2 lower than space dimension 3
sfepy: - element orientation not checked!
sfepy: creating regions...
sfepy:     Omega
sfepy:     Gamma2
sfepy:     Gamma1
sfepy: ...done in 0.01 s
sfepy: equation "elasticity":
sfepy: dw_shell10x.i.Omega(m.D, m.drill, v, u)
     = dw_point_load.i.Gamma2(load.val, v)
sfepy: using solvers:
                ts: no ts
               nls: newton
                ls: ls
sfepy: updating variables...
sfepy: ...done
sfepy: setting up dof connectivities...
sfepy: ...done in 0.00 s
sfepy: matrix shape: (120, 120)
sfepy: assembling matrix graph...
sfepy: ...done in 0.00 s
sfepy: matrix structural nonzeros: 4032 (2.80e-01% fill)
sfepy: updating materials...
sfepy:     m
sfepy:     load
sfepy: ...done in 0.00 s
sfepy: nls: iter: 0, residual: 7.071068e-01 (rel: 1.000000e+00)
sfepy:   rezidual:    0.01 [s]
sfepy:      solve:    0.00 [s]
sfepy:     matrix:    0.01 [s]
sfepy: warning: linear system solution precision is lower
sfepy: then the value set in solver options! (err = 1.496352e-08 < 1.000000e-08)
sfepy: nls: iter: 1, residual: 1.518059e-08 (rel: 2.146859e-08)
sfepy: DOFs along the loaded edge:
sfepy: 
[[ -3.54707724e-02  -1.12329578e-10  -2.26237278e-02  -1.04581306e-05
    2.26983299e-01   1.32881755e-04]
 [ -3.54707724e-02  -4.73564075e-11  -2.26237278e-02   1.04578711e-05
    2.26983299e-01  -1.32881339e-04]]
sfepy: max. u_1 displacement: -0.0354707723597
sfepy: analytical value: -0.035903916041
... ../examples/linear_elasticity/shell10x_cantilever.py solved
... nls stopping conditions:
... [1]
--- test_input: failed!
!!! 1 test failed
1 test file(s) executed in 0.07 s, 1 failure(s) of 1 test(s)
pyontaku14@pyontaku14-Inspiron-5437:~/sfepy$