@@ -1644,12 +1644,12 @@ def Kg(self, combo_name='Combo 1', log=False, sparse=True, first_step=True):
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# Return the global geometric stiffness matrix
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return Kg
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- def Km (self , combo_name = 'Combo 1' , push_combo = 'Pushover ' , step_num = 1 , log = False , sparse = True ):
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+ def Km (self , combo_name = 'Combo 1' , push_combo = 'Push ' , step_num = 1 , log = False , sparse = True ):
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"""Calculates the structure's global plastic reduction matrix, which is used for nonlinear inelastic analysis.
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:param combo_name: The name of the load combination to get the plastic reduction matrix for. Defaults to 'Combo 1'.
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:type combo_name: str, optional
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- :param push_combo: The name of the load combination that contains the pushover load definition. Defaults to 'Pushover '.
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+ :param push_combo: The name of the load combination that contains the pushover load definition. Defaults to 'Push '.
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:type push_combo: str, optional
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:param step_num: The load step used to generate the plastic reduction matrix. Defaults to 1.
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:type step_num: int, optional
@@ -2157,7 +2157,7 @@ def analyze_PDelta(self, log=False, check_stability=True, max_iter=30, sparse=Tr
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# Flag the model as solved
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self .solution = 'P-Delta'
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- def _not_ready_yet_analyze_pushover (self , log = False , check_stability = True , push_combo = 'Combo 1 ' , max_iter = 30 , tol = 0.01 , sparse = True , combo_tags = None ):
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+ def _not_ready_yet_analyze_pushover (self , log = False , check_stability = True , push_combo = 'Push ' , max_iter = 30 , tol = 0.01 , sparse = True , combo_tags = None ):
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if log :
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print ('+---------------------+' )
@@ -2229,7 +2229,7 @@ def _not_ready_yet_analyze_pushover(self, log=False, check_stability=True, push_
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# Since a P-Delta analysis was just run, we'll need to correct the solution to flag it
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# as 'pushover' instead of 'PDelta'
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- self .solution = 'pushover '
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+ self .solution = 'Pushover '
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# Apply the pushover load in steps, summing deformations as we go, until the full
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# pushover load has been analyzed
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