Computational fluid dynamics assessment of damaging wind loads on the One Indiana Square tower

被引:0
|
作者
Yilmaz, Erdal [1 ]
Duffin, Braden [1 ]
机构
[1] IUPUI, Dept Mech Engn, Computat Fluid Dynam Lab, Indianapolis, IN 46202 USA
关键词
Wind storm damage; Urban wind flow; Architectural aerodynamics; Urban CFD; City planning; One Indiana Square tower; Indianapolis wind modeling; LARGE-EDDY SIMULATION; NUMERICAL-SIMULATION; DISPERSION; FLOW; TRANSPORT;
D O I
10.1007/s10652-013-9320-5
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this paper, we simulated damaging wind loads on the One Indiana Square tower in Indianapolis due to the storm of April 2nd 2006. We followed recommended practice guidelines for this urban wind modeling. First, a test case, Aerodynamics of Commonwealth Advisory Aeronautical Council (CAARC) building were modeled and simulated to compare with a publicly available experiment and other computational studies. Based on the modeling parameters in the CAARC study, then, as a clean building configuration, we modeled the One Indiana tower alone without surrounding buildings. Finally, the flow field around the tower including nearby downtown buildings were simulated. We used the Fluent flow analysis software tools. The domain was meshed using unstructured grids, the first boundary layer grid element being 10 cm (4 in.) and 15 cm (6 in.) in height from the tower and the ground for the CAARC building and the One Indiana tower, respectively. Two different wind directions of 260. and 280. at 137 km/h (85mph) speed were considered to estimate wind loads on the One Indiana tower facades. Simulated pressure distributions on the tower and flow patterns over the downtown buildings were discussed to draw conclusions about the mechanism of extreme wind load that caused the damage. The simulations revealed that suction forces are almost twice higher hence more damaging at the corners of the west facades than straight wind. It was also seen in the simulation results that upstream building topology, specifically Chase, One America, and some low-rise towers, augmented the actual wind load unfavorably on the One Indiana Square tower. Although this study presents a specific case, the applicability of its findings are of more general interest. Similar wind events are common especially during storm seasons both in urban and suburban areas. In similar incidents, one can follow the same procedure to analyze their problems as certain modeling guidelines were followed in this study.
引用
收藏
页码:795 / 819
页数:25
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