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In this theory, linear variations of displacement components along the adhesive thickness are firstly assumed, and the longitudinal strain and the Poisson's effect of the adhesive are modeled.
The variations of displacement of structure with various excitation frequency ratios for different water-depth ratios using STLD and MTLD are shown in Figs. 3 and 4. Various external excitation frequency ratios ranging from 0.5 to 2.0 are also considered in this experimental study, and the corresponding structural response has been observed.
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Further, a comparative study is made to evaluate the variations of displacements, potentials, electric displacements, magnetic flux density and stresses at different regions of the beam.
The developed EFSDTM preserves the computational advantage of the classical FSDT while allowing for important local through-the-thickness variations of displacements and stresses through the recovery procedure.
The variation of displacement (v) is almost linear across the depth.
Fig. 9. Variation of displacement magnitudes versus elapsed time from the event origin time.
Bending is imposed on a strip by specifying a linear variation of displacement rate on opposite edges.
Figure 5 displays variation of displacement ductility ((mu_{Delta })) versus concrete strength for three kinds of column test setup that Fig. 1 depicts their configurations.
Variation of displacement magnitudes calculated for various upper limit station numbers (Nst) for the 2011 off the Pacific coast of Tohoku earthquake.
Table 3 illustrates variation of displacement ductility,(mu_{Delta }), with the confinement ratio, (rho_{text{s}} f_{text{yt}} /f_{text{c}}^{{prime }}).
To demonstrate the effectiveness of the proposed ERWLA mechanism, actuating characteristics such as response time, maximum variation of displacement are evaluated.
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