Identification of varying modal parameters of a tall building from the full-scale wind-induced responses

[1]  Q. S. Li,et al.  Monitoring Structural Performance of a Supertall Building during 14 Tropical Cyclones , 2018, Journal of Structural Engineering.

[2]  A. Metrikine,et al.  The Energy Flow Analysis as a Tool for Identification of Damping in Tall Buildings Subjected to Wind: Contributions of the Foundation and the Building Structure , 2018, Journal of Vibration and Acoustics.

[3]  Yang Liu,et al.  First Mode Damping Ratios for Buildings , 2015 .

[4]  Ahsan Kareem,et al.  Tall Buildings and Damping: A Concept-Based Data-Driven Model , 2014 .

[5]  M. Gu,et al.  Experimental Study of Aerodynamic Damping of Typical Tall Buildings , 2013 .

[6]  Qiusheng Li,et al.  Dynamic characteristics and wind-induced responses of a super-tall building during typhoons , 2013 .

[7]  Ahsan Kareem,et al.  Full-scale performance evaluation of tall buildings under wind , 2012 .

[8]  Siu-Kui Au,et al.  Field observations on modal properties of two tall buildings under strong wind , 2012 .

[9]  Nicholas P. Jones,et al.  Predictive Models for the Median and Variability of Building Period and Damping , 2009 .

[10]  Karl Pearson F.R.S. X. On the criterion that a given system of deviations from the probable in the case of a correlated system of variables is such that it can be reasonably supposed to have arisen from random sampling , 2009 .

[11]  Yukio Tamura,et al.  Amplitude Dependency of Damping in Buildings , 2008 .

[12]  John H G Macdonald,et al.  Pedestrian-induced vibrations of the Clifton Suspension Bridge, UK , 2008 .

[13]  Michael Willford,et al.  The damped outrigger concept for tall buildings , 2007 .

[14]  John H G Macdonald,et al.  Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling , 2005 .

[15]  Rui Pinho,et al.  PERIOD-HEIGHT RELATIONSHIP FOR EXISTING EUROPEAN REINFORCED CONCRETE BUILDINGS , 2004 .

[16]  J. D. Holmes,et al.  Along-wind response of lattice towers—II. Aerodynamic damping and deflections , 1996 .

[17]  Sergio Lagomarsino,et al.  Forecast models for damping and vibration periods of buildings , 1993 .

[18]  P. Phillips,et al.  Testing the null hypothesis of stationarity against the alternative of a unit root: How sure are we that economic time series have a unit root? , 1992 .

[19]  A. P. Jeary,et al.  Damping in tall buildings—a mechanism and a predictor , 1986 .

[20]  Ashan Kareem,et al.  Acrosswind Response of Buildings , 1982 .

[21]  D. A. Kenny,et al.  Correlation and Causation , 1937, Wilmott.

[22]  Bre,et al.  AN ASSESSSMENT OF THE ACCURACY OF PREDICTING THE FUNDAMENTAL NATURAL FREQUENCIES OF BUILDINGS AND THE IMPLICATIONS CONCERNING THE DYNAMIC ANALYSIS OF STRUCTURES. , 1980 .

[23]  A G Davenport,et al.  THE RESPONSE OF SLENDER, LINE-LIKE STRUCTURES TO A GUSTY WIND. , 1962 .

[24]  A. Davenport The spectrum of horizontal gustiness near the ground in high winds , 1961 .

[25]  B. Broderick,et al.  Mitigation of wind induced accelerations in tall modular buildings , 2022 .

[26]  Lei Wang,et al.  Wind force of super high-rise buildings with hexagonal section , 2021 .

[27]  Emil Simiu,et al.  Aerodynamic Damping in the Along-Wind Response of Tall Buildings , 2010 .

[28]  A. G. Davenport,et al.  The relationship of wind structure to wind loading , 1966 .