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error 482 @ Line 108
( Exception(err('Argument "{}" of {} in the Physical Property should be MpcAttributeType.Real, MpcAttributeType.QuantityScalar or MpcAttributeType.QuantityVector, not {}'.format(iarg, args, at.type))))
error 483 @ Line 127
( Exception('Error: "k1" ({}) should be strictly positive (k1 > 0)'.format(k1)))
error 484 @ Line 129
( Exception('Error: "k2" ({}) should be larger than or equal to zero and less than "k1" (0 <= k2 < k1)'.format(k2)))
error 485 @ Line 131
( Exception('Error: "k3" ({}) should be larger than or equal to "k2" and less than or equal to "k1" (k2 ≤ k3 &le k1)'.format(k3)))
error 486 @ Line 133
( Exception('Error: "sigAct" ({}) should be strictly positive (sigAct > 0)'.format(sigAct)))
error 487 @ Line 135
( Exception('Error: "beta" ({}) should be in the range 0-1 (0 <= beta <= 1)'.format(beta)))
error 552 @ Line 36
( Exception('invalid number of sections for Lobatto integration rule. min number = 2, max number = 10, given = {}'.format(np)))
error 553 @ Line 42
( Exception('invalid number of sections for Lobatto integration rule. min number = 2, max number = 10, given = {}'.format(np)))
error 554 @ Line 71
( Exception('invalid number of sections for Legendre integration rule. min number = 1, max number = 10, given = {}'.format(np)))
error 555 @ Line 90
( Exception('invalid number of sections for Radau integration rule. min number = 1, max number = 10, given = {}'.format(np)))
error 556 @ Line 108
( Exception('invalid number of sections for Newton-Cotes integration rule. min number = 2, max number = 10, given = {}'.format(np)))
error 557 @ Line 131
( Exception('invalid number of sections for Trapezoidal integration rule. min number = 2, given = {}'.format(np)))
error 558 @ Line 138
( Exception('invalid number of sections for Composite Simpson integration rule. expected a positive odd number, given = {}'.format(np)))
STKO error list (external_solvers\opensees\physical_properties)
The following is a list of errors on which documentation will be created. The errors are divided according to the Python file they are related to.
opensees\physical_properties\materials\nD\PlaneStressLayeredMaterial.py
( Exception('Error: "materials" and "thicknesses" vector must have the same size'))
( Exception('Error: "materials" and "thicknesses" vector must have at least 1 component'))
opensees\physical_properties\materials\nD\RandomizedMaterialWrapper.py
( Exception(err('Argument "{}" of {} in the Physical Property should be MpcAttributeType.Real, MpcAttributeType.QuantityScalar or MpcAttributeType.QuantityVector, not {}'.format(iarg, args, at.type))))
opensees\physical_properties\materials\uniaxial\ASD_SMA_3K.py
( Exception('Error: "k1" ({}) should be strictly positive (k1 > 0)'.format(k1)))
( Exception('Error: "k2" ({}) should be larger than or equal to zero and less than "k1" (0 <= k2 < k1)'.format(k2)))
( Exception('Error: "k3" ({}) should be larger than or equal to "k2" and less than or equal to "k1" (k2 ≤ k3 &le k1)'.format(k3)))
( Exception('Error: "sigAct" ({}) should be strictly positive (sigAct > 0)'.format(sigAct)))
( Exception('Error: "beta" ({}) should be in the range 0-1 (0 <= beta <= 1)'.format(beta)))
opensees\physical_properties\materials\uniaxial\Design\Concrete_support_data\concreteMaterials.py
( Exception('The given standard "{}" is not supported by the concreteStandardFactory'.format(standardName)))
opensees\physical_properties\materials\uniaxial\ElasticMultiLinear.py
( Exception('Error: the number of strain and stress points must be the same'))
opensees\physical_properties\materials\uniaxial\MultiLinear.py
( Exception('Error: expected a vector of 4 entries'))
( Exception('Error: different length of vectors'))
opensees\physical_properties\materials\uniaxial\Parallel.py
( Exception('Error: different length of vectors'))
opensees\physical_properties\materials\uniaxial\PyLiq1.py
( Exception('null cae document'))
opensees\physical_properties\materials\uniaxial\Series.py
( Exception('Error: the list of materials for the parallel material is empty'))
opensees\physical_properties\materials\uniaxial\TzLiq1.py
( Exception('null cae document'))
opensees\physical_properties\materials\uniaxial\UVCuniaxial.py
( Exception('Error: (C vector) Kinematic hardening parameter associated with backstress component and ')
( Exception('Error: (C vector) Kinematic hardening parameter associated with backstress component and ')
( Exception('Error: (C vector) Kinematic hardening parameter associated with backstress component and ')
opensees\physical_properties\sections\Elastic.py
( Exception('no active cae document'))
( Exception('both 2D and 3D options are set to false'))
opensees\physical_properties\sections\extrusion_utils.py
( Exception('Error one of the referenced sub-properties has more than 1 extrusion info item'))
opensees\physical_properties\sections\Fiber.py
( Exception('no active cae document'))
( Exception('Error: Section is None'))
opensees\physical_properties\sections\LayeredShell.py
( Exception('Error: thickness and material vectors must have the same length'))
( Exception('Error: at least 1 layer must be defined'))
opensees\physical_properties\sections\RectangulaFiberSection_support_data\RectangularFiberSectionChecks.py
( Exception('Inconsistent geometry (2*Cover + StirrupRadius) >= Width'))
( Exception('Inconsistent geometry (2*Cover + StirrupRadius) >= Height'))
opensees\physical_properties\sections\RectangulaFiberSection_support_data\RectangularFiberSectionDomain.py
( Exception('Error: Section is None. Cannot compute the domain'))
( Exception('This should never happen. Contact support'))
( Exception('This should never happen. Contact support'))
( Exception('Error: Section is None'))
opensees\physical_properties\sections\RectangulaFiberSection_support_data\ThreadUtils.py
( Exception('the worker object should inherit from QObject'))
( Exception('the worker object should have the finished() signal'))
( Exception('the worker object should have the sendPercentage(int) signal'))
( Exception('the worker object should have the sendTextLine(str) signal'))
( Exception('the worker object should have the clearTextEdit() signal'))
( Exception('the dialog object should inherit from QDialog'))
( Exception('the dialog object should have a method called setPercentage(int)'))
( Exception('the dialog object setPercentage attribute is not a callable'))
opensees\physical_properties\sections\RectangularFiberSection.py
( Exception("Cannot find dataStore Attribute"))
( Exception('no active cae document'))
( Exception("Cannot find dataStore Attribute"))
( Exception('no active cae document'))
( Exception("The current XObject is NULL"))
( Exception("The current XObject has no parent component"))
( Exception("No current document"))
( Exception()
( Exception("The current XObject is NULL"))
( Exception("The current XObject has no parent component"))
( Exception("No current document"))
( Exception()
( Exception('no active cae document'))
( Exception('no active cae document'))
( Exception(str_exc))
( Exception('Error: Section is None'))
( Exception('The given class "{}" is not supported by the ConfinementModelsFactory'.format(className)))
opensees\physical_properties\special_purpose\BeamSectionProperty(old).py
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\BeamSectionProperty.py
( Exception('no active cae document'))
( Exception('Error: vectors "secTag/2" and "weights/2" must have the same size'))
( Exception('section tags and weights vectors at node I must have the same size'))
( Exception('section tags and weights vectors at node J must have the same size'))
( Exception('weights and positions should be in the range 0-1'))
( Exception('weights and positions should be in the range 0-1'))
( Exception('Error: vectors "secTag/7" and "positions/7" must have the same size'))
( Exception('section location is outside the valid range (0,1)'))
( Exception('Error: vectors "secTag/8" and "positions/8" must have the same size'))
( Exception('Error: size of "weights/8" vector should not be larger then the size of vectors "secTag/8" and "positions/8"'))
( Exception('section location is outside the valid range (0,1)'))
( Exception('Error: vectors "secTag/9" and "positions/9" must have the same size'))
( Exception('section location is outside the valid range (0,1)'))
opensees\physical_properties\special_purpose\BeamWithShearHingeProperty.py
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\beam_section_utils.py
( Exception('invalid number of sections for Lobatto integration rule. min number = 2, max number = 10, given = {}'.format(np)))
( Exception('invalid number of sections for Lobatto integration rule. min number = 2, max number = 10, given = {}'.format(np)))
( Exception('invalid number of sections for Legendre integration rule. min number = 1, max number = 10, given = {}'.format(np)))
( Exception('invalid number of sections for Radau integration rule. min number = 1, max number = 10, given = {}'.format(np)))
( Exception('invalid number of sections for Newton-Cotes integration rule. min number = 2, max number = 10, given = {}'.format(np)))
( Exception('invalid number of sections for Trapezoidal integration rule. min number = 2, given = {}'.format(np)))
( Exception('invalid number of sections for Composite Simpson integration rule. expected a positive odd number, given = {}'.format(np)))
opensees\physical_properties\special_purpose\HingedBeamPP.py
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\RCBeamColumnProperty.py
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\RCbeamColumnProperty_support_data\distributedWidgetPP.py
( Exception('no active cae document'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\RCbeamColumnProperty_support_data\lumpedFLWidgetPP.py
( Exception('no active cae document'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('no active cae document'))
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\RCbeamColumnProperty_support_data\lumpedZLWidgetPP.py
( Exception('no active cae document'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('null XObject in physical property'))
( Exception('no active cae document'))
( Exception('no active cae document'))
opensees\physical_properties\special_purpose\truss.py
( Exception('no active cae document'))
opensees\physical_properties\utils\tester\StrainHistory.py
( Exception('The given class "{}" is not supported by the StrainHistoryFactory'.format(className)))
opensees\physical_properties\utils\tester\Tester1D.py
( Exception("No material provided to the tester"))
( Exception("No strain history provided to the tester"))
( Exception("No external solver kit provided"))
( Exception("No material provided to the tester"))
( Exception("No strain history provided to the tester"))
( Exception("No external solver kit provided"))
( Exception("Please provide a reference curve or change strain history"))
( Exception("The current XObject is NULL"))
( Exception("The current XObject has no parent component"))
( Exception("No current document"))
( Exception()
opensees\physical_properties\utils\tester\Tester1D_nextTestMatplotlib.py
( Exception("No material provided to the tester"))
( Exception("No strain history provided to the tester"))
( Exception("No external solver kit provided"))
( Exception("Please provide a reference curve or change strain history"))
( Exception("The current XObject is NULL"))
( Exception("The current XObject has no parent component"))
( Exception("No current document"))
( Exception()
opensees\physical_properties\utils\tester\TesterND.py
( Exception('Wrong number of output components ({})'.format(n)))
( Exception('Wrong number of strain size ({})'.format(ssize)))
( Exception("No material provided to the tester"))
( Exception("No strain history provided to the tester"))
( Exception("No external solver kit provided")))
( Exception("The current XObject is NULL"))
( Exception("The current XObject has no parent component"))
( Exception("No current document"))
( Exception()
opensees\physical_properties\utils\tester\TesterUtils.py
( Exception(command, exitCode, output))
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