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Building array size, measurement plane and flow conditions were varied.
A building array model with a point source located in between the central buildings is adopted as a target configuration.
Shear stress and velocity variance above the urban canopy were smaller for the small hill with buildings compared to building array on flat terrain.
A sideways mean outflow from the building array is observed behind the first row of buildings followed by the mean inflow in the lee of all succeeding rows of buildings.
Since July 2010, the Institute of Earth Sciences IESS), Academia Sinica has operated a building array at TAIPEI 101 (denoted by TBA) to routinely record building vibrations and to monitor the effects of typhoon-force winds and earthquakes on the building.
In this study, strong ground motions recorded at the TAIPEI 101 building array and a nearby down hole broadband seismometer (denoted by 101B), which is located at a distance of about 500 m from the TAIPEI 101 skyscraper and the sensor is installed at a depth of 100 m, were analyzed to investigate vibrations of the high-rise building caused by the great 2011 Tohoku-Oki earthquake.
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Wind speed is found to decrease quickly through high-rise building arrays.
Building arrays were modeled using acrylic blocks whose refractive index is the same as that of salty water.
Particularly the wind conditions around building arrays have paramount importance in Hong Kong as most of the building arrays are closely-spaced tall residential towers with some recreational areas located at buildings' lower levels.
Other urban models with constant floor area ratio and various urban building arrangements with various building coverage ratios, passage widths, building arrays and building height variations were considered.
The simulation and experimental setups were closely matched and both featured configurations consisting of seven building arrays.
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