POD analysis of aerodynamic correlations and wind-induced responses of two tall linked buildings

Abstract This study investigates the aerodynamic characteristics and inter-building aerodynamic correlations of two tall linked buildings (LBs, i.e., tall buildings connected by horizontal structural links). Wind pressure data on typical LBs with different gap distances between the two buildings were used, and proper orthogonal decomposition (POD) analysis was then applied to identify POD modes (e.g., hidden pressure patterns in this study). The results show that the 1st POD mode is highly correlated with the along-wind forces with both small and large gap distances, owing to pressure fluctuations on the windward surfaces of the two buildings. Owing to vortex shedding, the 2nd POD mode with small gap distance and the 3rd POD mode with large gap distance are mainly associated with the cross-wind forces. The positive inter-building aerodynamic correlation of the along-wind force with a large gap distance is smaller than those with a small gap distance. On the contrary, the cross-wind forces do not show a similar relationship with the gap distance; in fact, their correlation is further complicated by interference. Wind-induced responses from the dominant POD modes were also investigated. When the aerodynamic correlation is negative, the link of the LB system contributes to a significant reduction in the responses. However, when the correlation is positive, the link has no effect on the responses. In addition, the effect of each POD mode on each structural mode using the cross-modal participation coefficients of the double modal transformation method is investigated. For each POD mode, when the wind loads were large, the cross-modal participation coefficients were also large.

[1]  Bogusz Bienkiewicz,et al.  Wind tunnel investigation of correlation and coherence of wind loading on generic tall twin buildings in close proximity , 2014 .

[2]  Bruce A. Draper,et al.  Recognizing faces with PCA and ICA , 2003, Comput. Vis. Image Underst..

[3]  Ahsan Kareem,et al.  Simulation of Multivariate Random Processes: Hybrid DFT and Digital Filtering Approach , 1993 .

[4]  Juntack Lim Structural coupling and wind -induced response of twin tall buildings with a skybridge , 2008 .

[5]  G. Solari,et al.  Effective wind actions on ideal and real structures , 2010 .

[6]  Kenny C. S Kwok,et al.  Wind-induced responses of a tall building with a double-skin façade system , 2017 .

[7]  Giovanni Solari,et al.  Gust buffeting of long span bridges: Double Modal Transformation and effective turbulence , 2007 .

[8]  Yukio Tamura,et al.  Dynamic wind pressures acting on a tall building model — proper orthogonal decomposition , 1997 .

[9]  Yukio Tamura,et al.  Proper orthogonal decomposition and reconstruction of multi-channel roof pressure , 1995 .

[10]  B. E. Lee,et al.  The mean wind forces acting on a pair of square prisms , 1975 .

[11]  Ahsan Kareem,et al.  Simulation of Multivariate Nonstationary Random Processes: Hybrid DFT and Digital Filtering Approach , 1997 .

[12]  Bogusz Bienkiewicz,et al.  Effects of Structural and Aerodynamic Couplings on the Dynamic Response of Tall Twin Buildings with a Skybridge , 2009 .

[13]  M. Zuo,et al.  Feature separation using ICA for a one-dimensional time series and its application in fault detection , 2005 .

[14]  J. D. Holmes,et al.  Use of eigenvalues in the covariance integration method for determination of wind load effects , 1983 .

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

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

[17]  Bogusz Bienkiewicz,et al.  Proper orthogonal decomposition of roof pressure , 1993 .

[18]  Bogusz Bienkiewicz,et al.  Modeling of structural coupling for assessment of modal properties of twin tall buildings with a skybridge , 2011 .

[19]  Giovanni Solari,et al.  DOUBLE MODAL TRANSFORMATION AND WIND ENGINEERING APPLICATIONS , 2001 .

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

[21]  M. D. Paola,et al.  Digital simulation of wind field velocity , 1998 .

[22]  L. Carassale,et al.  Proper orthogonal decomposition in wind engineering - Part 1: A state-of-the-art and some prospects , 2007 .

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

[24]  Ahsan Kareem,et al.  Aerodynamics of closely spaced buildings: With application to linked buildings , 2016 .

[25]  Andrew Steckley,et al.  The use of integrated pressures to determine overall wind- induced response , 1992 .

[26]  Yukio Tamura,et al.  Pressure and flow field investigation of interference effects on external pressures between high-rise buildings , 2013 .

[27]  Yoshihito Taniike,et al.  AEROELASTIC BEHAVIOR OF TALL BUILDINGS IN WAKES , 1988 .

[28]  Ahsan Kareem,et al.  Simulation of Multivariate Nonstationary Random Processes by FFT , 1991 .

[29]  Hiroshi Sakamoto,et al.  Aerodynamic forces acting on two square prisms placed vertically in a turbulent boundary layer , 1988 .

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

[31]  L. Carassale,et al.  Modal transformation tools in structural dynamics and wind engineering , 2000 .

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

[33]  Theodore Stathopoulos,et al.  Wind-induced interference effects on buildings : a review of the state-of-the-art , 1998 .

[34]  Giovanni Solari,et al.  Proper orthogonal decomposition in wind engineering. Part 2: Theoretical aspects and some applications , 2007 .

[35]  Yukio Tamura,et al.  Proper orthogonal decomposition study of approach wind-building pressure correlation , 1997 .

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

[37]  Kam Tim Tse,et al.  Dynamic characteristics of wind-excited linked twin buildings based on a 3-dimensional analytical model , 2014 .

[38]  A. S. Morton,et al.  The interference between bluff sharp-edged cylinders in turbulent flows representing models of two tower buildings close together , 1971 .

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

[40]  Yasuo Matsuyama,et al.  Database retrieval for similar images using ICA and PCA bases , 2005, Eng. Appl. Artif. Intell..

[41]  B. Lee The effect of turbulence on the surface pressure field of a square prism , 1975, Journal of Fluid Mechanics.

[42]  Ahsan Kareem,et al.  PRESSURE FLUCTUATIONS ON A SQUARE BUILDING MODEL IN BOUNDARY-LAYER FLOWS , 1984 .