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Based on dissipated energy approach (DEA), the energy dissipation characteristics of concrete samples subjected to uniaxial cyclic loading have been investigated.
These include stiffness degradation, residual strength and energy dissipation characteristics.
Strength, stiffness and energy dissipation characteristics of test specimens were investigated with respect to test variables.
Damage indices of test specimens were calculated based on strength, ductility and energy dissipation characteristics.
Analytical expression for the energy dissipation characteristics of the damper has been derived.
The energy dissipation characteristics ofActiveConstrainedLayerDamping (ACLD) treatments of plates is optimized using rational design procedures.
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Furthermore, the dissipation characteristic of granular Leidenfrost effect is analyzed respectively from the perspective of energy transformation and energy dissipation.
Moreover, the dissipation characteristic of damping particles was explored by the discrete element method (DEM).
Excellent thermal conductivity (the highest value of 10.77 W/m·K) and heat dissipation characteristic of the composites were derived when the 3D thermally conductive EG filler network was generated at a larger size.
Compared to conventional reinforced concrete columns, the SHS specimens exhibit richer energy-dissipation characteristics.
Different wave groups were generated over these breakwaters, and the transmission, reflection and energy-dissipation characteristics were determined.
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