Wind loads on flat roofs of low-rise buildings with rounded leading edge

2019 ◽  
Vol 42 (3) ◽  
pp. 264-277
Author(s):  
Xin Dong ◽  
Jiemin Ding ◽  
Changke Jiao
Keyword(s):  
1981 ◽  
Vol 107 (2) ◽  
pp. 281-298
Author(s):  
Theodore Stathopoulos ◽  
Alan G. Davenport ◽  
David Surry
Keyword(s):  

2020 ◽  
Vol 146 (6) ◽  
pp. 04020099
Author(s):  
Xiaohong Wang ◽  
Zhengyuan Huang ◽  
Bo Chen ◽  
Qingshan Yang

2020 ◽  
Vol 146 (8) ◽  
pp. 04020151
Author(s):  
Tibebu H. Birhane ◽  
G. T. Bitsuamlak ◽  
Meseret T. Kahsay ◽  
Anwar D. Awol

2019 ◽  
Vol 9 (17) ◽  
pp. 3493 ◽  
Author(s):  
Zhang ◽  
Li ◽  
Sun ◽  
Zhao ◽  
Wang ◽  
...  

The present research aims to explore, by large-eddy simulation (LES), the potentiality and mechanism of multiple surface dielectric barrier discharge (multi-SDBD) plasma actuators to manipulate mean and fluctuating wind loads on a low-rise building. Three actuator configurations are located on the roof to induce directional wall jets in different directions. The effects of these configurations on flow structure and wind loads are studied in absence and presence of approaching flow. Results show that all subgrid-scale models can obtain accurate roof pressure, and for the diffusion and convection terms, the bounded central differencing scheme can provide more accurate predictions for the roof pressure. The control impact of active actuators gradually weakens with the increase of the approaching flow velocity. The direction of the wall jet can determine the position of the limited roof region with the reduced mean pressure coefficient. The multi-SDBD actuators continue to absorb the upstream flow and blow this flow downstream, meaning the wall jet exerts strong pressure on the local roof area at the end of the jet, which results in a significant reduction of the mean pressure coefficient. Furthermore, the counter-rotating vortices caused by the wall jet restrain the size and strength of the vortex shedding, thereby achieving the purpose of reducing the fluctuating pressure coefficient. Further analysis of the instantaneous vorticity fields indicates that the intensity and size of streamwise shedding vortices can be restrained by small-scale spanwise vortices induced by the plasma actuators. Under the action of the wall jet blowing from the trailing edge to the leading edge, the fluctuating lift and drag coefficients can be reduced by over 15% and the fluctuating pressure coefficient can be reduced by about 20% from the no actuation situation.


1992 ◽  
Vol 43 (1-3) ◽  
pp. 1877-1878
Author(s):  
Y. Tamura ◽  
K. Fujii ◽  
H. Ueda
Keyword(s):  

1982 ◽  
Vol 108 (2) ◽  
pp. 495-498
Author(s):  
Richard D. Marshall ◽  
Timothy A. Reinhold
Keyword(s):  

2014 ◽  
Vol 14 (04) ◽  
pp. 1450008 ◽  
Author(s):  
Bo Chen ◽  
Xiao-Yu Yan ◽  
Qing-Shan Yang

Wind pressure measurements were carried out for dome roofs with different rise–span ratios (f/L = 1/4,1/6,1/8) in a boundary wind tunnel. A parametric study was conducted to investigate the influences of wind loading and structural parameters on the wind-induced response and the universal equivalent static wind loads (ESWLs) of single-layer reticular dome shells, including the span, rise–span ratio, roof mass and the mean wind velocity. Results show that the rise–span ratio has a significant influence on the wind pressure distribution of the roof. High suction appears at the top of the roof with a larger rise–span ratio f/L = 1/4, and it appears at the top and leading edge when f/L is 1/6 or 1/8. Many vibration modes should be included to analyze the wind-induced response of dome roof structures, and this makes it very difficult to analyze the ESWL. The resonant response is larger than the background response. A method to calculate the universal ESWL for the building code is proposed for easy understanding by practicing engineers. Based on the distribution characteristics of the ESWL, simple fundamental vectors are constructed to recalculate the universal ESWL. This method is employed to divide the dome roof into four zones, and it also means that four fundamental vectors are used to evaluate the ESWL. Simplified expressions of universal ESWL in these four roof zones are proposed for the engineering design. All nodal displacements and structural member stresses under the universal ESWL agree well with actual peak responses.


1992 ◽  
Vol 43 (1-3) ◽  
pp. 1841-1852 ◽  
Author(s):  
Y. Tamura ◽  
K. Fujii ◽  
H. Ueda
Keyword(s):  

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