Numerical Simulation Of Wind Effects On
An Airport Air Traffic Control Tower
Author(s)
M. I. Farouk, S. A. Mourad & A. S. Salaheldin
Abstract
Determination of wind action on high structures with special importance presents
a major challenge for civil engineers. Different methods are used to calculate the
wind action; simplified method, analytical method, numerical method and
experimental method. In this research a three-dimensional numerical model was
developed using Computational Fluid Dynamics \“CFD” software to study the
wind action on a New Airport Air Traffic Control Tower. The tower is nearly
107m high, comprises 15 ring beams and is located in an open area. The
maximum wind speed used was based on the measured wind data for the
structure location. The case study was solved as time-dependent, threedimensional
and turbulent flow. A numerical simulation using 1.4 million
hexahedral elements was developed. Pressure and viscous forces were
determined on the entire tower and on each individual ring beam along the
tower. The values and the locations of the maximum pressure and tension
stresses were precisely specified. The results show that the maximum negative
stresses (suction) are nearly twice the maximum positive stresses (pressure). In
addition the forces and the moments acting on any ring beam calculated by the
numerical simulation are nearly 65% less than those calculated by the code.
Keywords: computational fluid mechanics, wind exposure, numerical simulation
of wind flow, control tower.
Keywords
computational fluid mechanics, wind exposure, numerical simulationof wind flow, control tower.
Related Book
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