PanelZoneSteelIShapeGupta1999 Class Reference

Class that is the children of PanelZoneSteelIShape and automatically create the spring material model Gupta 1999 (ID = master_node_ID). More...

Inheritance diagram for PanelZoneSteelIShapeGupta1999:

Public Member Functions
def	__init__ (self, int master_node_ID, SteelIShape col, SteelIShape beam, int geo_transf_ID, t_dp=0, rigid=RIGID)
	Constructor of the class. More...
def	__init__ (self, int master_node_ID, SteelIShape col, SteelIShape beam, int geo_transf_ID, int mat_ID, rigid=RIGID)
	Constructor of the class. More...
Public Member Functions inherited from PanelZone
def	__init__ (self, int master_node_ID, mid_panel_zone_width, mid_panel_zone_height, E, A_rigid, I_rigid, int geo_transf_ID, int mat_ID, pin_corners=True)
	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)
	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
	beam
	col
Public Attributes inherited from PanelZoneSteelIShape
	beam
	beam_section_name_tag
	col
	col_section_name_tag
Public Attributes inherited from PanelZone
	A_rigid
	beam_section_name_tag
	col_section_name_tag
	data
	E
	element_array
	geo_transf_ID
	I_rigid
	Initialized
	iNode_ID
	jNode_ID
	master_node_ID
	mat_ID
	mid_panel_zone_height
	mid_panel_zone_width
	pin_corners
	spring_ID

Detailed Description

Class that is the children of PanelZoneSteelIShape and automatically create the spring material model Gupta 1999 (ID = master_node_ID).

Parameters

PanelZoneSteelIShape

Parent class.

Definition at line 334 of file MemberModel.py.

Constructor & Destructor Documentation

__init__()

def __init__	(		self,
		int	master_node_ID,
		SteelIShape	col,
		SteelIShape	beam,
		int	geo_transf_ID,
			t_dp = 0,
			rigid = RIGID
	)

Constructor of the class.

Parameters

master_node_ID	(int): ID of the master node (central top node that should be a grid node).
col	(SteelIShape): SteelIShape column section object.
beam	(SteelIShape): SteelIShape beam section object.
geo_transf_ID	(int): A geometric transformation (for more information, see OpenSeesPy documentation).
t_dp	(float, optional): Doubler plate thickness. Defaults to 0.
rigid	(float, optional): Parameter with a value enough big to assure rigidity of one element but enough small to avoid convergence problem. Defaults to RIGID.

Reimplemented from PanelZoneSteelIShape.

Definition at line 340 of file MemberModel.py.

    def __init__(self, master_node_ID: int, col: SteelIShape, beam: SteelIShape, geo_transf_ID: int, t_dp = 0, rigid=RIGID):
        """
        Constructor of the class.
 
        @param master_node_ID (int): ID of the master node (central top node that should be a grid node).
        @param col (SteelIShape): SteelIShape column section object.
        @param beam (SteelIShape): SteelIShape beam section object.
        @param geo_transf_ID (int): A geometric transformation (for more information, see OpenSeesPy documentation).
        @param t_dp (float, optional): Doubler plate thickness. Defaults to 0.
        @param rigid (float, optional): Parameter with a value enough big to assure rigidity of one element
            but enough small to avoid convergence problem. Defaults to RIGID.
        """
        self.col = deepcopy(col)
        self.beam = deepcopy(beam)
        mat_ID = master_node_ID
        pz_spring = Gupta1999SteelIShape(mat_ID, col, beam, t_dp)
        pz_spring.Hysteretic()
 
        super().__init__(master_node_ID, col, beam, geo_transf_ID, mat_ID, rigid)
 
 

Member Data Documentation

beam

beam

Definition at line 353 of file MemberModel.py.

col

col

Definition at line 352 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