ForceBasedElementFibersIShapeSteelIShape Class Reference

Class that is the children of ForceBasedElement and combine the class FibersIShapeSteelIShape (fiber section) to retrieve the information needed. More...

Inheritance diagram for ForceBasedElementFibersIShapeSteelIShape:

Public Member Functions
def	__init__ (self, int iNode_ID, int jNode_ID, FibersIShapeSteelIShape fiber, int geo_transf_ID, new_integration_ID=-1, Ip=5, integration_type="Lobatto", max_iter=MAX_ITER_INTEGRATION, tol=TOL_INTEGRATION, ele_ID=-1)
	Constructor of the class. More...
Public Member Functions inherited from ForceBasedElement
def	__init__ (self, int iNode_ID, int jNode_ID, int fiber_ID, int geo_transf_ID, new_integration_ID=-1, Ip=5, integration_type="Lobatto", max_iter=MAX_ITER_INTEGRATION, tol=TOL_INTEGRATION, ele_ID=-1)
	Constructor of the class. More...
def	CreateMember (self)
	Method that initialises the member by calling the OpenSeesPy commands through various functions. More...
def	Record (self, str name_txt, str data_dir, force_rec=True, def_rec=True, time_rec=True)
	Implementation of the homonym abstract method. More...
def	RecordNodeDef (self, str name_txt, str data_dir, time_rec=True)
	Implementation of the homonym abstract method. More...
def	ReInit (self, new_integration_ID, ele_ID=-1)
	Implementation of the homonym abstract method. More...
def	ShowInfo (self, plot=False, block=False)
	Implementation of the homonym abstract method. More...
def	UpdateStoredData (self)
	Implementation of the homonym abstract method. More...
def	Record (self, ele_ID, str name_txt, str data_dir, force_rec=True, def_rec=True, time_rec=True)
	Abstract method that records the forces, deformation and time of the member associated with the class. More...
def	RecordNodeDef (self, int iNode_ID, int jNode_ID, str name_txt, str data_dir, time_rec=True)
	Abstract method that records the deformation and time of the member's nodes associated with the class. More...

Public Attributes
	section
	section_name_tag
Public Attributes inherited from ForceBasedElement
	data
	element_array
	element_ID
	fiber_ID
	geo_transf_ID
	Initialized
	iNode_ID
	integration_type
	Ip
	jNode_ID
	max_iter
	new_integration_ID
	section_name_tag
	tol

Detailed Description

Class that is the children of ForceBasedElement and combine the class FibersIShapeSteelIShape (fiber section) to retrieve the information needed.

Parameters

ForceBasedElement

Parent class.

Definition at line 1189 of file MemberModel.py.

Constructor & Destructor Documentation

__init__()

def __init__	(		self,
		int	iNode_ID,
		int	jNode_ID,
		FibersIShapeSteelIShape	fiber,
		int	geo_transf_ID,
			new_integration_ID = -1,
			Ip = 5,
			integration_type = "Lobatto",
			max_iter = MAX_ITER_INTEGRATION,
			tol = TOL_INTEGRATION,
			ele_ID = -1
	)

Constructor of the class.

Parameters

iNode_ID	(int): ID of the first end node.
jNode_ID	(int): ID of the second end node.
fiber	(FibersIShapeSteelIShape): FibersIShapeSteelIShape fiber section object.
geo_transf_ID	(int): A geometric transformation (for more information, see OpenSeesPy documentation).
new_integration_ID	(int, optional): ID of the integration technique. Defaults to -1, e.g. computed in ReInit().
Ip	(int, optional): Number of integration points (min. 3). Defaults to 5.
integration_type	(str, optional): Integration type. FOr more information, see OpenSeesPy documentation. Defaults to "Lobatto".
max_iter	(int, optional): Maximal number of iteration to reach the integretion convergence. Defaults to MAX_ITER_INTEGRATION (Units).
tol	(float, optional): Tolerance for the integration convergence. Defaults to TOL_INTEGRATION (Units).
ele_ID	(int, optional): Optional ID of the element. Defaults to -1, e.g. use IDConvention to define it.

Reimplemented from ForceBasedElement.

Definition at line 1195 of file MemberModel.py.

        new_integration_ID=-1, Ip=5, integration_type="Lobatto", max_iter=MAX_ITER_INTEGRATION, tol=TOL_INTEGRATION, ele_ID = -1):
        """
        Constructor of the class.
 
        @param iNode_ID (int): ID of the first end node.
        @param jNode_ID (int): ID of the second end node.
        @param fiber (FibersIShapeSteelIShape): FibersIShapeSteelIShape fiber section object.
        @param geo_transf_ID (int): A geometric transformation (for more information, see OpenSeesPy documentation).
        @param new_integration_ID (int, optional): ID of the integration technique. Defaults to -1, e.g. computed in ReInit().
        @param Ip (int, optional): Number of integration points (min. 3). Defaults to 5.
        @param integration_type (str, optional): Integration type. FOr more information, see OpenSeesPy documentation.
            Defaults to "Lobatto".
        @param max_iter (int, optional): Maximal number of iteration to reach the integretion convergence. Defaults to MAX_ITER_INTEGRATION (Units).
        @param tol (float, optional): Tolerance for the integration convergence. Defaults to TOL_INTEGRATION (Units).
        @param ele_ID (int, optional): Optional ID of the element. Defaults to -1, e.g. use IDConvention to define it.
        """
        self.section = deepcopy(fiber.section)
        super().__init__(iNode_ID, jNode_ID, fiber.ID, geo_transf_ID,
            new_integration_ID=new_integration_ID, Ip=Ip, integration_type=integration_type, max_iter=max_iter, tol=tol, ele_ID=ele_ID)
        self.section_name_tag = self.section.name_tag
        self.UpdateStoredData()   
        # Check length
        self._CheckL() 
 
 

Member Data Documentation

section

section

Definition at line 1212 of file MemberModel.py.

section_name_tag

section_name_tag

Definition at line 1215 of file MemberModel.py.

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The documentation for this class was generated from the following file:

• /media/carmine/DATA/Programmi/OpenSeesPyAssistant/MemberModel.py