Focus Konstruksjon - File Based System
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Class that holds input data for response spectrum analysis. More...
Static Protected Attributes | |
static int | m_NumModes = 10 |
The number of modes (and thereby buckling modes) that are to be found. More... | |
static double | m_Shift = 0 |
The shift that is applied to the eigenvalue analysis when trying to find the eigenvalues. More... | |
static int | m_ModalCombination = 1 |
The modal combination. 1 = CQC, 2 = SRSS and 3 = SA (Sum Absolute) More... | |
static int | m_ComputationalModel = 1 |
Indicates wether we should use a full or modal computational model. 1 = full, 2 = modal. More... | |
static UList | m_ActiveResponseSpectrum = new UList() |
The active response spectrum. More... | |
static bool | m_geometricStiffness = false |
The value that indicates wether we should include geometric stiffness. More... | |
static int | m_loadCombinationNumber = 0 |
The value for the load combination number we want to use for the geo. stiffness. More... | |
static bool | m_rayleighDamping = false |
The value that indicates if it should be used Rayleigh-damping. More... | |
static bool | m_concentratedDaping = false |
The value that indicates if it should be used concentrated damping only. More... | |
static int | m_typeOfRayleighDamping = 0 |
The value that indicates what kind of rayleigh-damping that should be used. More... | |
static bool | m_useImplicitDefinition = true |
The value for what basis that should be used for the Rayleigh constants. More... | |
static int | m_modei = 1 |
The value for mode 1 if we use implicit definition of the Rayleigh constants. More... | |
static int | m_modej = 2 |
The value for mode 2 if we use implicit definition of the Rayleigh constants. More... | |
static double | m_ksii = 0.02 |
The value for the ksii value if we use implicit definiton of the Rayleigh constants. More... | |
static double | m_ksij = 0.02 |
The value for the ksij value if we use implicit definition of the Rayleigh constants. More... | |
static double | m_a1 = 0.5 |
The value for a1 if we use explicit definition of the Rayleigh constants. More... | |
static double | m_a2 = 0.5 |
The value for a2 if we use explicit definition of the Rayleigh constants. More... | |
static bool | m_includePointDampers = false |
The value indicating if it should be included point dampers. More... | |
static List< double > | m_participatingModes = new List<double>() |
The list for the participating modes. More... | |
static List< double > | m_participatingModesValues = new List<double>() |
The list for the participating modes values. More... | |
Properties | |
int | ModalCombination [get, set] |
Gets or sets which modal combination algorithm we should use. More... | |
int | ComputationalModel [get, set] |
Gets or sets which computational model we should use. More... | |
int | NumModes [get, set] |
Gets or sets the number of modes. More... | |
double | Shift [get, set] |
Gets or sets the shift that is applied to the eigenvalue analysis. More... | |
bool | UseRayleighDamping [get, set] |
Gets or sets if it should be used Rayleigh-damping. More... | |
bool | UseConcentratedDamping [get, set] |
Gets or sets if should be used concentrated damping only. More... | |
int | TypeOfRayleighDamping [get, set] |
Gets or sets the type of Rayleigh-damping that should be used. More... | |
bool | UseImplicitDefiniton [get, set] |
Gets or sets wether it should be used implicit definiton of a1 and a2. More... | |
int | Modei [get, set] |
Gets or sets the mode 1 that should be used for the a1 and a2 constant if we use implicit definiton. More... | |
int | Modej [get, set] |
Gets or sets the mode 2 that should be used for the a1 and a2 constant if we use implicit definiton. More... | |
double | Ksii [get, set] |
Gets or sets the ksii value that should be used for the a1 and a2 constant if we use implicit definition. More... | |
double | Ksij [get, set] |
Gets or sets the ksij value that should be used for the a1 and a2 constant if we use implicit definition. More... | |
double | a1 [get, set] |
Gets or sets the a1 value that should be used if we use explicit definition. More... | |
double | a2 [get, set] |
Gets or sets the a2 value that should be used if we use explicit definition. More... | |
bool | IncludePointDampers [get, set] |
Gets or sets wether it should be included pointdampers. More... | |
List< double > | ParticipatingModes [get, set] |
Gets or set the list for the participating modes. More... | |
List< double > | ParticipatingModesValues [get, set] |
Gets or set the list for the participating modes values. More... | |
bool | GeometricStiffness [get, set] |
Gets or sets if geometric stiffness should be included. More... | |
int | LoadCombination [get, set] |
Gets or sets the load combination number that should be used for the geometric stiffness. More... | |
UList | ActiveResponseSpectrum [get, set] |
Gets or sets the active response spectrum. More... | |
Class that holds input data for response spectrum analysis.
Class that holds input data for response spectrum analysis
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staticprotected |
The value for a1 if we use explicit definition of the Rayleigh constants.
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staticprotected |
The value for a2 if we use explicit definition of the Rayleigh constants.
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staticprotected |
The active response spectrum.
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staticprotected |
Indicates wether we should use a full or modal computational model. 1 = full, 2 = modal.
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staticprotected |
The value that indicates if it should be used concentrated damping only.
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staticprotected |
The value that indicates wether we should include geometric stiffness.
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staticprotected |
The value indicating if it should be included point dampers.
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staticprotected |
The value for the ksii value if we use implicit definiton of the Rayleigh constants.
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staticprotected |
The value for the ksij value if we use implicit definition of the Rayleigh constants.
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staticprotected |
The value for the load combination number we want to use for the geo. stiffness.
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staticprotected |
The modal combination. 1 = CQC, 2 = SRSS and 3 = SA (Sum Absolute)
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staticprotected |
The value for mode 1 if we use implicit definition of the Rayleigh constants.
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staticprotected |
The value for mode 2 if we use implicit definition of the Rayleigh constants.
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staticprotected |
The number of modes (and thereby buckling modes) that are to be found.
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staticprotected |
The list for the participating modes.
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staticprotected |
The list for the participating modes values.
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staticprotected |
The value that indicates if it should be used Rayleigh-damping.
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staticprotected |
The shift that is applied to the eigenvalue analysis when trying to find the eigenvalues.
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staticprotected |
The value that indicates what kind of rayleigh-damping that should be used.
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staticprotected |
The value for what basis that should be used for the Rayleigh constants.
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getset |
Gets or sets the a1 value that should be used if we use explicit definition.
Gets or sets the a1 value that should be used if we use explicit definition
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getset |
Gets or sets the a2 value that should be used if we use explicit definition.
Gets or sets the a2 value that should be used if we use explicit definition
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getset |
Gets or sets the active response spectrum.
Gets or sets the active response spectrum
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getset |
Gets or sets which computational model we should use.
Gets or sets which computation model we should use
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getset |
Gets or sets if geometric stiffness should be included.
Gets or sets if geometric stiffness should be included
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getset |
Gets or sets wether it should be included pointdampers.
Gets or sets wether it should be included pointdampers
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getset |
Gets or sets the ksii value that should be used for the a1 and a2 constant if we use implicit definition.
Gets or set the ksii value that should be used for the a1 and a2 constant if we use implicit definiton
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getset |
Gets or sets the ksij value that should be used for the a1 and a2 constant if we use implicit definition.
Gets or set the ksij value that should be used for the a1 and a2 constant if we use implicit definiton
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getset |
Gets or sets the load combination number that should be used for the geometric stiffness.
Gets or sets the load combination number that should be uses for the geometric stiffness
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getset |
Gets or sets which modal combination algorithm we should use.
Gets or sets which modal combination algorithm we should use
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getset |
Gets or sets the mode 1 that should be used for the a1 and a2 constant if we use implicit definiton.
Gets or sets the mode 1 that should be used for the a1 and a2 constant if we use implicit definition
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getset |
Gets or sets the mode 2 that should be used for the a1 and a2 constant if we use implicit definiton.
Gets or sets the mode 2 that should be used for the a1 and a2 constant if we use implicit definition
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getset |
Gets or sets the number of modes.
Gets or sets the number of modes
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getset |
Gets or set the list for the participating modes.
Gets or sets the list for the participating modes
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getset |
Gets or set the list for the participating modes values.
Gets or sets the list for the participating modes values
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getset |
Gets or sets the shift that is applied to the eigenvalue analysis.
Gets or sets the shift that is applied to the eigenvalue analysis
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getset |
Gets or sets the type of Rayleigh-damping that should be used.
Gets or sets the type of Rayleigh-damping that should be used
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getset |
Gets or sets if should be used concentrated damping only.
Gets or sets if it should be used concentrated damping only
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getset |
Gets or sets wether it should be used implicit definiton of a1 and a2.
Gets or seth wether it should be used implcitit definition of a1 and a2
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getset |
Gets or sets if it should be used Rayleigh-damping.
Gets or sets if it should be used Rayleigh-damping