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The reduction of deflection response by actuation of a piezoelectric layer is illustrated.
Brückner et al. (2006) demonstrated how thin layers of concrete with fabric reinforcement can be used for strengthening of RC members improving serviceability and shear capacity with reduction of deflection and crack width.
The results reveal that the inclusion of small scale effects results in an increase in plate stiffness, and consequently, leads to a reduction of deflection and an increase in frequency.
The results indicate that the inclusion of size effect results in an increase in microbeam stiffness, and leads to a reduction of deflection and an increase in natural frequency.
The results indicate that the inclusion of small scale effects results in an increase in plate stiffness, and consequently, leads to a reduction of deflection and an increase in frequency.
Tanimura et al. (2003), for instance, found that the use of expansive additive and shrinkage reducing agent produced an increase of flexural cracking load and a reduction of deflection for the same load condition, thus indicating an increase of flexural stiffness of the RC beam.
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The results reveals that the inclusion of the size effects results in an increase in the beam stiffness, and consequently, leads to a reduction of deflections and stresses and an increase in natural frequencies and critical buckling loads.
Shokuhfar et al. (2008) utilized optimization technique for reduction of transverse deflection.
(7) The reduction of beam deflection under service loads is strongly influenced by the FRP thickness and its related stiffness.
With regard to stiffening beams, the reduction of beam deflection under service loads is strongly influenced by the FRP thickness and its related stiffness.
Obtained results show that the considered design procedure is really effective and convenient, low-yield steel shear panels providing an apparent reduction of storey deflection and damage level of the primary structure.
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