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Then, the behavior of the structures is assessed with estimator functioning and dimension considerations, yielding conclusive structural results.
These schemes approximate the lower eigenvalues that represent the global behavior of the structures.
However, non-linear contact conditions and non-linear behavior of the structures have not usually been considered in the analyses.
L- and I-shaped test specimens were produced to efficiently assess the flexural and shear behavior of the structures.
The behavior of the structures is affected by the strong magnetic field in the nuclear fusion reactor.
In such a case, it is critical to know the ultimate behavior of the structures during severe earthquake.
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The structural behaviors of the SCS sandwich structure under patch loading were reported and discussions were made on the influences of different parameters on the structural behavior of the structure.
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.
As commented previously, structural damages modify the dynamic behavior of the structure and, consequently, its FRFs.
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.
The bearing behavior of the structure is explained through an evaluation of a reference system.
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