Error documentation (external_solvers\opensees\conditions)

[nicola-XVI]

STKO error list (external_solvers\opensees\conditions)

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\conditions\Constraints\mp\ASDEmbeddedNodeElement.py

• error 36 @ Line 202
  ( Exception(err('null cae document')))
• error 37 @ Line 231
  ( 'Interaction "{}" [{}] should be a Node-to-Element interaction, not {}.'
• error 38 @ Line 247
  ( Exception(_err(pinfo.condition.id, 'Link element should have only 1 constrained node'))
• error 39 @ Line 254
  ( Exception(_err(pinfo.condition.id, 'Link element should have a valid source element'))
• error 40 @ Line 291
  ( 'The source element (master geometry) of the Link element {} '
  'has a wrong family type ({})')
• error 41 @ Line 302
  ( 'The constrained node of the Link element {} '
  'is outside the embedding domain (error = {} %; Max allowed error = 1.0 %)')
  
  
  

opensees\conditions\Constraints\mp\beamSolidCoupling.py

• error 42 @ Line 47
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 43 @ Line 81
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 44 @ Line 88
  ( Exception('Error: The beamSolidCoupling command works only for problems in 3 ndm and 6 ndf for master node'))
• error 45 @ Line 103
  ( Exception('Error: The beamSolidCoupling command works only for problems in 3 ndm and 3 or 4 ndf for slave nodes'))
• error 46 @ Line 142
  ( Exception('null cae document'))
  
  
  

opensees\conditions\Constraints\mp\beamToSolidBarSlip.py

• error 47 @ Line 58
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 48 @ Line 162
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 49 @ Line 170
  ( Exception('Error: The beamToSolidBarSlip command works only for problems in 3 ndm and 6 ndf for master node'))
• error 50 @ Line 185
  ( Exception('Error: The beamToSolidBarSlip command works only for problems in 3 ndm and 3 or 4 ndf for slave nodes'))
• error 51 @ Line 285
  ( Exception('null cae document'))
  
  
  

opensees\conditions\Constraints\mp\DistributedLK2D.py

• error 52 @ Line 145
  ( Exception('Error: dimensions 3D for condition 2D'))
• error 53 @ Line 257
  ( Exception('null cae document'))
  
  
  

opensees\conditions\Constraints\mp\DistributedLK3D.py

• error 54 @ Line 171
  ( Exception('Error: dimensions 2D for condition 3D'))
• error 55 @ Line 307
  ( Exception('null cae document'))
  
  
  

opensees\conditions\Constraints\mp\equalDOF.py

• error 56 @ Line 437
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 57 @ Line 449
  ( Exception('wrong master-slave connectivity, expected: 1 master, 1 slave, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 58 @ Line 468
  ( Exception('Error: master and slave nodes must have the same NDM. master NDM = {}, slave NDM = {}'.format(ndm_master, ndm_slave)))
• error 59 @ Line 470
  ( Exception('Error: condition and master/slave nodes must have the same NDM. master/slave NDM = {}, condition NDM = {}'.format(ndm_master, ds.ndm)))
• error 60 @ Line 484
  ( Exception('Error: node not in domain {} {}'.format((master_id in pinfo.node_to_model_map), (slave_id in pinfo.node_to_model_map))))
• error 61 @ Line 497
  ( Exception('the current condition is None'))
  
  
  

opensees\conditions\Constraints\mp\rigidDiaphragm.py

• error 62 @ Line 108
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 63 @ Line 127
  ( Exception('wrong master-slave connectivity, expected: 1 master, N(>0) slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 64 @ Line 138
  ( Exception('Error: The rigidDiaphragm command works only for problems in 3 ndm and 6 ndf'))
• error 65 @ Line 158
  ( Exception('Error: The rigidDiaphragm command works only for problems in 3 ndm and 6 ndf'))
• error 66 @ Line 196
  ( Exception('Error: the current condition is None'))
  
  
  

opensees\conditions\Constraints\mp\rigidLink.py

• error 67 @ Line 183
  ( Exception('Error: type of interactions must be "NodeToNode" or "GeneralLink" and not "{}"'.format(inter.type)))
• error 68 @ Line 187
  ( Exception('wrong master-slave connectivity, expected: 1 master, N>0 slaves, given: {} masters, {} slaves'.format(elem.numberOfMasterNodes(), elem.numberOfSlaveNodes())))
• error 69 @ Line 201
  ( Exception('Error: master node without assigned element') #nodo senza elemento assegnato)
• error 70 @ Line 205
  ( Exception('Error: different ndm/ndf in master node') # ndm ed ndf applicati all'elemento devono essere uguali a quelli della mappa)
• error 71 @ Line 210
  ( Exception('Error: node without assigned element') #nodo senza elemento assegnato)
• error 72 @ Line 214
  ( Exception('Error: different ndm/ndf between master and node slave'))
• error 73 @ Line 216
  ( Exception('Error: diffrent ndm/ndf in slave node') # ndm ed ndf applicati all'elemento devono essere uguali a quelli della mappa)
• error 74 @ Line 275
  ( Exception('Error: the current condition is None'))
  
  
  

opensees\conditions\Constraints\sp\fix.py

• error 75 @ Line 611
  ( Exception('null cae document'))
• error 76 @ Line 635
  ( Exception('Error: condition and node have different NDM'))
• error 77 @ Line 637
  ( Exception('Error: node without assigned element') #nodo senza elemento assegnato)
• error 78 @ Line 653
  ( Exception('Error: condition and node have different NDM'))
• error 79 @ Line 655
  ( Exception('Error: node without assigned element') #nodo senza elemento assegnato)
  
  
  

opensees\conditions\Ground_Motion\groundMotion.py

• error 81 @ Line 448
  ( Exception('Error: different length of vectors between "gmTag" and "fact"'))
  
  
  

opensees\conditions\Loads\eleLoad\eleLoad_beamThermal2D.py

• error 82 @ Line 213
  ( Exception('Error: different number of attributes between T = {} and y = {} '.format(len(T), len(y))))
• error 83 @ Line 312
  ( Exception('Error: invalid number of argument T and y = {}'.format(len(T))))
  
  
  

opensees\conditions\Loads\eleLoad\eleLoad_beamThermal3D.py

• error 84 @ Line 214
  ( Exception('Error: invalid number of aguments'))
  
  
  

opensees\conditions\Loads\eleLoad\eleLoad_shellThermal.py

• error 85 @ Line 310
  ( Exception('Error: invalid number of argument T and y = {}'.format(len(T))))
• error 86 @ Line 314
  ( Exception('Error: different number of attributes between T = {} and y = {} '.format(len(T), len(y))))
  
  
  

opensees\conditions\Loads\Force\EdgeCouple.py

• error 87 @ Line 314
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, lump[0], node_ndm, node_ndf)))
• error 88 @ Line 320
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, lump[0], node_ndm, node_ndf)))
• error 89 @ Line 322
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\EdgeForce.py

• error 90 @ Line 317
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\FaceCouple.py

• error 91 @ Line 314
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, lump[0], node_ndm, node_ndf)))
• error 92 @ Line 320
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, lump[0], node_ndm, node_ndf)))
• error 93 @ Line 322
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\FaceForce.py

• error 94 @ Line 317
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\ForceFromReaction.py

• error 95 @ Line 221
  ( Exception('null cae document'))
  
  
  

opensees\conditions\Loads\Force\NodalThermalAction.py

• error 96 @ Line 202
  ( Exception('Error: invalid number of argument T {}, y = {}, z = {}'.format(len(T), len(y), len(z))))
• error 97 @ Line 217
  ( Exception('Error: invalid number of argument T = {}, y = {}, z = {}'.format(len(T), len(y), len(z))))
  
  
  

opensees\conditions\Loads\Force\NodeCouple.py

• error 98 @ Line 215
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, node_id, node_ndm, node_ndf)))
• error 99 @ Line 221
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, node_id, node_ndm, node_ndf)))
• error 100 @ Line 223
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\NodeForce.py

• error 101 @ Line 209
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\VolumeCouple.py

• error 102 @ Line 314
  ( Exception('Error: ndm/ndf pair is incompatible with "{}". node: {}; ndm: {}; ndf: {}'.format(ClassName, lump[0], node_ndm, node_ndf)))
• error 103 @ Line 318
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Force\VolumeForce.py

• error 104 @ Line 324
  ( Exception('Error: node without assigned element'))
  
  
  

opensees\conditions\Loads\Generic\SurfaceLoad.py

• error 105 @ Line 370
  ( Exception("Two-way floor can be defined with only supporting elements. Edge {} was declared non-supporting".format(e.id)))
• error 106 @ Line 380
  ( Exception("Two-way floor can be defined with only supporting elements. Edge {} was declared non-supporting".format(e.id)))
• error 107 @ Line 399
  ( Exception('Error: Face {} is defined as two-way floor but is not-rectangular. Method not yet implemented'.format(i)))
• error 108 @ Line 445
  ( Exception('Error: Rectangle with more than 2 dimensions! sides = {}'.format(sides)))
• error 109 @ Line 481
  ( Exception('Error: cannot get local axes from face {}'.format(i)))
• error 110 @ Line 709
  ( Exception('Error: node without assigned element'))
• error 111 @ Line 719
  ( Exception('Error: Unknwon repartition Rule. Impossible to compute load on edge edge {} (face {} - geom {})\n'.format(edge.id,i,geom.id)))
• error 112 @ Line 981
  ( Exception('Error: cannot get local axes from face {}'.format(i)))