During the early design stages of a relatively slender 63-storey high-end residential tower located on the East Coast of the USA, a series of high-frequency force balance and simultaneous pressure integration wind tunnel studies highlighted that the highest occupied levels of the tall building could experience wind-induced motion that had the potential to exceed standard industry occupant-comfort criteria. In order to mitigate these excessive vibrations, additional damping was needed. Among the different types of auxiliary damping devices that can be introduced in a tall building to control wind-induced sway, the so-called tuned liquid column damper was chosen for this specific project primarily because of its simplicity in construction, low initial cost and nearly maintenance-free operation.
<p>The unsteady wind pressure fields deriving from the atmospheric boundary layer interacting with the aerodynamics of a tall building can be represented as spatially-correlated multi-variate random processes. Due to its random nature, the fluctuating pressure field can be considered as the superposition of a large number of independent partial pressure fields related to particular mechanisms of the excitation. It is within this context that Proper Orthogonal Decomposition (POD), a powerful statistical tool particularly suitable to deal with a large number of random variables, can be used to enhance the understanding and help with the interpretation of the physical phenomena that can drive the wind-induced dynamic response of tall buildings. The main purpose of the work presented within this technical paper, which makes use of wind pressures measured on a scaled wind tunnel model of a prismatic 180m tall building, was to identify hidden physical phenomena embedded within chaotic wind pressure fields with the idea of potentially simplify the analysis work and reduce the increasing demand for wind tunnel data storage. More specifically, this paper will show how complex fluctuating wind pressure fields – driving the response of tall buildings in both the along- and the cross-wind direction – can be approximated by a few dominant standard modes of the pressure field itself.</p>
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