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As indicated in Fig. 5 the behaviors of the structures remarkably differed in different models.
The seismic behaviors of the structures were evaluated by testing them with combined vertical constant compression and lateral cyclic loads.
Due to the periodic behaviors of the structures, the SBM coefficient matrix can be represented as a block Toeplitz matrix.
To simply the calculation, the mean value of the maximum strain rates which are to induce the most significant effect on mechanical behaviors of the structures is considered in this study, although the strain rate varies with the time.
The plasmonic behaviors of the structures (e.g., the position of resonant peaks, transmission pass-bands, and the magnitude of the optical-field enhancement) are highly sensitive to their size, shape, composition, and surrounding medium [10, 11].
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They described the behaviors of the structure and piezoelectric actuator using finite element model.
Seismic behaviors of the structure under different directional seismic loads are analyzed; therefore, the required components of seismic loads for an aseismic design are obtained in the chapter.
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.
It is believed that floor rotation angles θ reflect the torsional behavior of the structures more realistically.
The behavior of the structures is affected by the strong magnetic field in the nuclear fusion reactor.
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