Mode interpretation of interference effects between tall buildings in tandem and side-by-side arrangement with POD and ICA

Abstract In this study, the effect of gap distance on the aerodynamic interference effect of two neighboring buildings has been systematically investigated. Firstly, the variation of aerodynamic features of principal building with different gap distances (from 1.5B to 6B) and wind directions (from 0°to 180°) are analyzed. Then, Proper Orthogonal Decomposition (POD) and Independent Component Analysis (ICA) methods are employed to further unveil the interference mechanism under tandem and side-by-side arrangement. The spatial-spectral feature of surface pressure field, including pressure pattern, modal coefficients and correlation are comprehensively compared to highlight the differences of POD and ICA. The results show that 3B is recognized as the critical gap whose pressure pattern is more similar to the small gap type than the large gap type. Moreover, two new phenomena, “mode competition” and “mode transition”, are respectively captured by POD and ICA in tandem arrangement, and quantitively interpreted by modal load component ratio. For side-by-side arrangement, the variation of channeling effect with gap distance is well reflected by both POD and ICA pressure patterns. Compared with POD, ICA provides a more variety of information on pressure patterns by capturing their variation with gap distance on all four side-surfaces. These conclusions can enhance understanding of fluid–structure interaction mechanism and provide reference for wind-induced responses control measures for interference buildings.

[1]  Kenny C. S Kwok,et al.  Interference excitation of twin tall buildings , 1985 .

[2]  Yukio Tamura,et al.  Interference effects between two rectangular-section high-rise buildings on local peak pressure coefficients , 2013 .

[3]  Andrzej Flaga,et al.  The environmental effects of aerodynamic interference between two closely positioned irregular high buildings , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[4]  Sujit Kumar Dalui,et al.  Wind interference effect on an octagonal plan shaped tall building due to square plan shaped tall buildings , 2016 .

[5]  Kit Ming Lam,et al.  POD analysis of crosswind forces on a tall building with square and H-shaped cross sections , 2015 .

[6]  Ashutosh Sharma,et al.  Wind tunnel and delayed detached eddy simulation investigation of interference between two tall buildings , 2019, Advances in Structural Engineering.

[7]  Fotis Sotiropoulos,et al.  Detached eddy simulation of flow around two wall-mounted cubes in tandem , 2009 .

[8]  H. Wang,et al.  Effect of initial conditions on interaction between a boundary layer and a wall-mounted finite-length-cylinder wake , 2006 .

[9]  F. Wu,et al.  Nonparametric independent component analysis for detecting pressure fluctuation induced by roof corner vortex , 2007 .

[10]  X. Gilliam,et al.  Using projection pursuit and proper orthogonal decomposition to identify independent flow mechanisms , 2004 .

[11]  Y. Tamura,et al.  PROPER ORTHOGONAL DECOMPOSITION OF RANDOM WIND PRESSURE FIELD , 1999 .

[12]  Yukio Tamura,et al.  Interference effects on local peak pressures between two buildings , 2011 .

[13]  Ming Gu,et al.  Interference effects between two tall buildings with different section sizes on wind-induced acceleration , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[14]  Kit Ming Lam,et al.  Interference effects on wind loading of a row of closely spaced tall buildings , 2008 .

[15]  K. S. Rajan,et al.  Fast ICA based algorithm for building detection from VHR imagery , 2015, 2015 IEEE International Geoscience and Remote Sensing Symposium (IGARSS).

[16]  Ali Ajami,et al.  Data driven approach for fault detection and diagnosis of turbine in thermal power plant using Independent Component Analysis (ICA) , 2012 .

[17]  Yuan-Lung Lo,et al.  Effects of aerodynamic modification mechanisms on interference from neighboring buildings , 2017 .

[18]  A LES study of the flow interference between tandem square cylinder pairs , 2014 .

[19]  M. Alam,et al.  The wake of two side-by-side square cylinders , 2011, Journal of Fluid Mechanics.

[20]  Kam Tim Tse,et al.  POD analysis of aerodynamic correlations and wind-induced responses of two tall linked buildings , 2018, Engineering Structures.

[21]  Xikun Wang,et al.  Flow around two tandem square cylinders near a plane wall , 2014 .

[22]  Gang Hu,et al.  Higher order dynamic mode decomposition of wind pressures on square buildings , 2021, Journal of Wind Engineering and Industrial Aerodynamics.

[23]  R. Flay Bluff Body Aerodynamics , 2013 .

[24]  Ashutosh Sharma,et al.  Detached-eddy simulation of interference between buildings in tandem arrangement , 2019, Journal of Building Engineering.

[25]  M. Mohamed Sitheeq,et al.  Interference effects on the wind pressure distribution on prismatic bodies in tandem arrangement , 1993 .

[26]  Xihaier Luo,et al.  Dynamics of random pressure fields over bluff bodies: a dynamic mode decomposition perspective , 2019, 1904.02245.

[27]  Yukio Tamura,et al.  Interference effects on aerodynamic wind forces between two buildings , 2015 .

[28]  Yukio Tamura,et al.  POD analysis for aerodynamic characteristics of tall linked buildings , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[29]  Dacheng Tao,et al.  Deep learning-based investigation of wind pressures on tall building under interference effects , 2020 .

[30]  C. Baker,et al.  Aspects of the use of proper orthogonal decomposition of surface pressure fields , 2000 .

[31]  Yukio Tamura,et al.  Mutual interference effects between two high-rise building models with different shapes on local peak pressure coefficients , 2012 .

[32]  P. C. Case,et al.  The Effects of Incremental Corner Modifications on a 200m Tall Building , 2010 .

[33]  J. Ou,et al.  Wake control using spanwise-varying vortex generators on bridge decks: A computational study , 2019, Journal of Wind Engineering and Industrial Aerodynamics.

[34]  Luigi Carassale,et al.  Statistical analysis of wind-induced pressure fields: A methodological perspective , 2011 .

[35]  L. Carassale Analysis of aerodynamic pressure measurements by dynamic coherent structures , 2012 .

[36]  K. Lam,et al.  Across-wind excitation mechanism for interference of twin tall buildings in tandem arrangement , 2018 .

[37]  Matthias Wächter,et al.  Stochastic Wake Modelling Based on POD Analysis , 2018 .

[38]  Kit Ming Lam,et al.  Across-wind excitation mechanism for interference of twin tall buildings in staggered arrangement , 2018, Journal of Wind Engineering and Industrial Aerodynamics.

[39]  Kenny C. S Kwok,et al.  Perception of vibration and occupant comfort in wind-excited tall buildings , 2009 .

[40]  K. Kwok,et al.  The effects of a double-skin façade on the cladding pressure around a tall building , 2019, Journal of Wind Engineering and Industrial Aerodynamics.

[41]  Yoshihito Taniike,et al.  Interference mechanism for enhanced wind forces on neighboring tall buildings , 1992 .

[42]  Yukio Tamura,et al.  Statistical analysis of wind-induced pressure fields and PIV measurements on two buildings , 2019, Journal of Wind Engineering and Industrial Aerodynamics.

[43]  Hyo Seon Park,et al.  Investigation of flow visualization around linked tall buildings with circular sections , 2019, Building and Environment.

[44]  Yuan-Lung Lo,et al.  Downstream interference effect of high-rise buildings under turbulent boundary layer flow , 2016 .

[45]  E. Oja,et al.  Independent Component Analysis , 2013 .

[46]  Qiusheng Li,et al.  Wind tunnel study of interference effects between twin super-tall buildings with aerodynamic modifications , 2016 .

[47]  Yukio Tamura,et al.  Experimental investigation on aerodynamic characteristics of various triangular-section high-rise buildings , 2013 .

[48]  Ahsan Kareem,et al.  Proper Orthogonal Decomposition-Based Modeling, Analysis, and Simulation of Dynamic Wind Load Effects on Structures , 2005 .