Spectral Characteristics of Fluctuating Aerodynamic Forces Acting on Rectangular Prisms
Source abstract
Abstract
The present work is devoted to the role of boundary layer turbulence on the spectral characteristics of fluctuating wind loads on large aspect-ratio rectangular prisms. Seven rectangular rigid models with different side ratios (1/4~4) were created, and simultaneous pressure experiments were conducted under the boundary layer turbulence flows. Using the measured data, the power spectrums of the fluctuating aerodynamic forces were calculated, and then, the spectral characteristics under different turbulent boundary layer flows were analyzed. In contrast to the typical power spectrum model, the main factors affecting the spectral characteristics of the fluctuating aerodynamic loads are presented and discussed in this study. The power spectrum of the rectangular prism was significantly impacted by the turbulent wind field, primarily because higher turbulence intensity levels result in a lower spectral peak and a wider spectral bandwidth, which also redistributes spectral energy. In particular, the effect on the spectral properties of across-wind fluctuating loads was stronger, and the turbulent disturbance modified the lateral separation flow structure, causing the reattachment phenomenon to occur earlier on rectangular prisms with small side ratios, which effectively altered the spectral properties. Thus, a normalized across-wind fluctuating wind load spectrum model is proposed, taking into account the effects of incoming turbulence, the side ratio, vortex shedding, separation reattachment flow-induced spectral bandwidth changes, and high-frequency fluctuations.
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Research context
OpenAlex topics: Wind and Air Flow Studies · Aerodynamics and Fluid Dynamics Research · Fluid Dynamics and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
College of Civil Engineering and Architecture, Hainan University, Haikou 570228, China
Key Laboratory for Wind Engineering of Sichuan Province, Southwest Jiaotong University, Chengdu 610032, China
School of Civil Engineering, Chongqing University, Chongqing 400044, China
Funding
the Hainan Provincial department of Science and Technology Fund · the National Natural Science Foundation of China
References (38)
Show source-provided references
1. The application of statistical concepts to the wind loading of structures
2. Measurements of pressure and force fields on building model in simulated atmospheric flows10.1016/0167-6105(90)90341-9 ↗
3. Dyrbye, C.D., and Hansen, S.O. (1997). Wind Loads on Structures, John Wiley & Sons, Ltd.
4. Direct measurement of the Sears function in turbulent flow10.1017/jfm.2018.351 ↗
5. Multiobjective Equivalent Static Wind Loads on Complex Tall Buildings Using Non-Gaussian Peak Factors10.1061/(ASCE)ST.1943-541X.0001277 ↗
6. Mathematical model of acrosswind dynamic loads on rectangular tall buildings10.1016/S0167-6105(02)00285-4 ↗
7. Model for predicting the acrosswind response of buildings10.1016/0141-0296(84)90006-3 ↗
8. Proposed formulae for the power spectral densities of fluctuating lift and torque on rectangular 3-D cylinders10.1016/0167-6105(93)90318-I ↗
9. Across-wind loads of typical tall buildings10.1016/j.jweia.2004.06.004 ↗
10. Across-wind loads and effects of super-tall buildings and structures10.1007/s11431-011-4543-5 ↗
11. The lift on an aerofoil in grid-generated turbulence10.1017/jfm.2015.162 ↗
12. Experimental investigation on the unsteady lift of an airfoil in a sinusoidal streamwise gust10.1063/1.4984243 ↗
13. Study on Aerodynamic Instability and Galloping Response of Rail Overhead Contact Line Based on Wind Tunnel Tests10.1109/TVT.2023.3243024 ↗
14. Spatial correlation of along-wind fluctuating aerodynamic force acting on large aspect-ratio rectangular prisms10.1016/j.jweia.2022.104951 ↗
15. Gust loading factors10.1061/JSDEAG.0001692 ↗
16. Mathematical model to 3-D wind loading on buildings10.1061/(ASCE)0733-9399(1985)111:2(254) ↗
17. Gust loading factors—Past, present and future10.1016/j.jweia.2003.09.003 ↗
18. Cross-wind response of tall buildings10.1016/0141-0296(82)90031-1 ↗
19. Characteristics of wind forces acting on tall buildings10.1016/j.jweia.2004.12.001 ↗
20. Effects of turbulence intensity and exterior geometry on across-wind aerodynamic damping of rectangular super-tall buildings10.12989/was.2016.22.2.185 ↗
21. Acrosswind vibrations of structures of circular corss-section. Part 1: Development of a mathematical model for two-dimensional conditions10.1016/0167-6105(83)90080-6 ↗
22. Estimation of Nonstationary Crosswind Response of Tall Buildings with Nonlinear Aeroelastic Effect10.1061/(ASCE)EM.1943-7889.0001474 ↗
23. Velocity shear flow over rectangular cylinders with different side ratio
24. Architectural Institute of Japan (AIJ) (2014). Recommendations for Loads on Building, Architectural Institute of Japan.
25. Across-wind fluctuating aerodynamic force acting on large aspect-ratio rectangular prisms10.1016/j.jfluidstructs.2023.103935 ↗
26. Torsional dynamic wind loads on rectangular tall buildings10.1016/j.engstruct.2003.09.004 ↗
27. Experimental investigation of characteristics of torsional wind loads on rectangular tall buildings10.12989/sem.2014.49.1.129 ↗
28. Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation10.1016/j.compstruc.2009.02.002 ↗
29. Sensitivity analysis of wind pressure coefficients on CAARC standard tall buildings in CFD simulations10.1016/j.jobe.2018.01.004 ↗
30. The effect of turbulence intensity on the unsteady gust loading on a 5:1 rectangular cylinder10.1016/j.jweia.2022.104994 ↗
31. Identifying the high-frequency response of a piezoelectric pressure measurement system using a shock tube primary method10.1016/j.ymssp.2021.108014 ↗
32. (2012). Load Code for the Design of Building Structures (Standard No. GB 50009-2012).
33. Three-dimensional aerodynamic lift on a rectangular cylinder in turbulent flow at an angle of attack10.1016/j.jfluidstructs.2023.103859 ↗
34. The effect of large-scale turbulence on pressure fluctuations in separated and reattaching flows10.1016/S0167-6105(99)00069-0 ↗
35. Effects of free stream turbulence on surface pressure fluctuations in a separation bubble10.1017/S0022112096004594 ↗
36. Non-uniform wind excitation on dynamic responses of vehicle running on bridge10.1016/j.jweia.2023.105301 ↗
37. Wind-uplift capacity of cold-formed steel weatherboard claddings—Experimental and numerical investigations10.1016/j.tws.2022.110461 ↗
38. Wind-uplift capacity of cold-formed steel interlocking claddings-Experimental and numerical investigations10.1016/j.jobe.2022.105433 ↗