Optimal application of fluid viscous dampers in tall buildings incorporating integrated damping systems

Summary This paper examines the detailed performance of an integrated damping system (IDS) approach which was recently introduced to provide large damping levels by enabling two parts of a building to move independently through a parallel arrangement of springs and fluid viscous dampers. Extensive assessments into the characteristics and distribution of constituent dampers are illustrated through the dynamic response of a typical 300‐m central‐core building. Besides examining the system performance under typical wind conditions and selected seismic excitations, five damper placement methods are assessed for various linear and nonlinear damper exponents. It is shown that intermediate exponents provide the best overall response. However, when the design targets a particular damping, deformation or acceleration related performance parameter, specific combinations of damper exponent and distribution can result in an optimal application. Most importantly, due to the underlying IDS nature, which acts as an inherent large‐mass damper, the findings show that the overall performance is not highly sensitive to the damper placement and does not necessitate the use of an advanced distribution. While specific placements can be adopted to refine targeted performance aspects where necessary, simple and practical uniform or stiffness proportional arrangements can be consistently employed with the IDS to provide a highly effective solution.