scholarly journals Wind Loads on the CAARC High-Rise Building Subject to Non-Traditional Boundary Layer Profiles

2020 ◽  
Author(s):  
Matthew Mason ◽  
Yang Li ◽  
Yuan-Lung Lo
Keyword(s):  
Boundary Layer ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building

scholarly journals Monitoring the behavior of a high-rise building under wind loads

2020 ◽  
Vol 953 ◽  
pp. 012087
Author(s):  
V A Lapin ◽  
S Y Yerzhanov ◽  
N K Makish
Keyword(s):  
Wind Loads ◽  
High Rise ◽  
High Rise Building

scholarly journals Study of Wind Loads and Wind Speed Amplifications on High-Rise Building with Opening by Numerical Simulation and Wind Tunnel Test

2020 ◽  
Vol 2020 ◽  
pp. 1-24
Author(s):  
Fu-Bin Chen ◽  
Xiao-Lu Wang ◽  
Yun Zhao ◽  
Yuan-Bo Li ◽  
Qiu-Sheng Li ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Wind Speed ◽  
Wind Tunnel ◽  
Wind Pressure ◽  
Wind Loads ◽  
Structural Safety ◽  
Pressure Coefficients ◽  
High Rise ◽  
High Rise Building ◽  
The Mean

High-rise buildings are very sensitive to wind excitations, and wind-induced responses have always been the key factors for structural design. Facade openings have often been used as aerodynamic measures for wind-resistant design of high-rise buildings to meet the requirement of structural safety and comfort. Obvious wind speed amplifications can also be observed inside the openings. Therefore, implementing wind turbines in the openings is of great importance for the utilization of abundant wind energy resources in high-rise buildings and the development of green buildings. Based on numerical simulation and wind tunnel testing, the wind loads and wind speed amplifications on high-rise buildings with openings are investigated in detail. The three-dimensional numerical simulation for wind effects on high-rise building with openings was firstly carried out on FLUENT 15.0 platform by SST k − ε model. The mean wind pressure coefficients and the wind flow characteristics were obtained. The wind speed amplifications at the opening were analyzed, and the distribution law of wind speed in the openings is presented. Meanwhile, a series of wind tunnel tests were conducted to assess the mean and fluctuating wind pressure coefficients in high-rise building models with various opening rates. The variation of wind pressure distribution at typical measuring layers with wind direction was analyzed. Finally, the wind speed amplifications in the openings were studied and verified by the numerical simulation results.

Active Control in a High-Rise Building under Multidirectional Wind Loads

2008 ◽  
Author(s):  
Aly Mousaad Aly ◽  
Ferruccio Resta ◽  
Alberto Zasso
Keyword(s):  
Active Control ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building

scholarly journals Full-scale Measurements of Wind Loads on High-rise Building

1996 ◽  
Vol 1996 (68) ◽  
pp. 15-24
Author(s):  
Kazuo ONTAKE ◽  
Yoshihiro MATAKI
Keyword(s):  
Full Scale ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building

Performance Assessment of an Existing 47-Story High-Rise Building under Extreme Wind Loads

2019 ◽  
Vol 145 (1) ◽  
pp. 04018232 ◽  
Author(s):  
Alireza Mohammadi ◽  
Atorod Azizinamini ◽  
Lawrence Griffis ◽  
Peter Irwin
Keyword(s):  
Performance Assessment ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building ◽  
Extreme Wind

scholarly journals Towards LES as a design tool: Wind loads assessment on a high-rise building

2018 ◽  
Vol 180 ◽  
pp. 1-18 ◽  
Author(s):  
M. Ricci ◽  
L. Patruno ◽  
I. Kalkman ◽  
S. de Miranda ◽  
B. Blocken
Keyword(s):  
Design Tool ◽  
Wind Loads ◽  
High Rise ◽  
High Rise Building
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