Source code for o3seespy.command.rayleigh
from o3seespy.base_model import OpenSeesObject
[docs]class Rayleigh(OpenSeesObject):
op_base_type = "rayleigh"
op_type = "rayleigh"
def __init__(self, osi, alpha_m, beta_k, beta_k_init, beta_k_comm):
"""
Assign Rayleigh damping to previously defined nodes
Parameters
----------
osi: o3seespy.OpenSeesInstance
alpha_m : float
factor applied to element or nodes mass matrix
beta_k : float
factor applied to element current stiffness matrix
beta_k_init : float
factor applied to element initial stiffness matrix
beta_k_comm : float
factor applied to element committed stiffness matrix
"""
self.osi = osi
self.alpha_m = float(alpha_m)
self.beta_k = float(beta_k)
self.beta_k_init = float(beta_k_init)
self.beta_k_comm = float(beta_k_comm)
self._parameters = [self.alpha_m, self.beta_k, self.beta_k_init, self.beta_k_comm]
self.to_process(osi)