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Then the finite element analyses have been carried out with the use of three dimension numerical model in order to investigate the structural behavior of the structure.
The synchronization is performed using the results obtained from system identification, and assumes linear dynamic behavior of the structure and proportional damping of the structural modes.
As commented previously, structural damages modify the dynamic behavior of the structure and, consequently, its FRFs.
It has been demonstrated that in many occasions, node deformability results in significant changes in internal member forces, overall structural stiffness, and the limit load behavior of the structure.
The temperature field on the cross section of a structural member is an important premise for analyzing the mechanical behavior of the structure at elevated temperatures.
In order to describe the plasmonic behavior of the structure, three main areas are highlighted.
Therefore, damage can be identified by analyzing the changes in vibration behavior of the structure.
PC is based on the full understanding of the complete elasto-plastic behavior of the structure.
In conventional methods, the load distribution pattern remains constant within the inelastic behavior of the structure.
A comparative analysis is presented for evaluating the behavior of the structure subject to seismic events.
The mechanical behavior of the structure was determined by axial compressive test.
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