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The accuracy of the proposed model was validated through nonlinear time history analysis (NLTHA) simulations.
Finally, a time history analysis is also performed.
The results are verified by dynamic inelastic time history analysis.
Non-linear dynamic time history analysis was performed.
Moreover, demographic history analysis of cattle was reported in this study for the first time.
Each non-linear time history analysis was obtained by means of a mathematical model.
The buildings are analyzed by means of nonlinear time history analysis for 80 bidirectional seismic sequences.
To analyze the data, the technique of event history analysis is applied.
Finite element models were established for elastoplastic time history analysis on the model structure.
Therefore, event history analysis has gained importance near regression methods and statistical analysis.
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Additionally, these procedures were not formulated for time-history analysis of liquid storage tanks.
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