A Review Study on Composite +8 Structure with Application of Damper on Different Locations Using Time History Analysis
Omika Khandare
Abstract:These viscous dampers are unique in that the velocity can be directly correlated with the damping properties and, consequently, the quantity of energy dissipated. Because of the activity of seismic dangers, the viscous damper's response is thought to be out of phase with those. This is due to the fact that the damping device's damping forces changes inversely with a tall building's dynamic lateral displacements. For a clearer understanding, picture a building that is trembling laterally during an earthquake. W… Show more
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