Experimental study on wind-induced vibration and aerodynamic mitigation measures of a building over 800 meters

[1]  Fangwei Hou,et al.  Time-domain model for prediction of generalized 3DOF buffeting response of tall buildings using 2D aerodynamic sectional properties , 2021 .

[2]  Kapil Chauhan,et al.  Comparison between an uncoupled one-way and two-way fluid structure interaction simulation on a super-tall slender structure , 2021 .

[3]  D. Mohotti,et al.  Wind loads on a super-tall slender structure: A validation of an uncoupled fluid-structure interaction (FSI) analysis , 2020 .

[4]  Yue Wu,et al.  Experimental investigation of vortex-induced vibration of a thousand-meter-scale mega-tall building , 2019, Journal of Fluids and Structures.

[5]  Xing-yan Fan,et al.  Improved expression for across-wind aerodynamic damping ratios of super high-rise buildings , 2018 .

[6]  Jin-Hak Yi,et al.  Experimental study of aerodynamic damping of a twisted supertall building , 2018 .

[7]  Lei Wang,et al.  Investigation on the unstability of vortex induced resonance of high-rise buildings , 2018 .

[8]  H. L. Cao,et al.  Effects of turbulence intensity and exterior geometry on across-wind aerodynamic damping of rectangular super-tall buildings , 2016 .

[9]  Ming Gu,et al.  Experimental study of across‐wind aerodynamic damping of super high‐rise buildings with aerodynamically modified square cross‐sections , 2014 .

[10]  Aly Mousaad Aly,et al.  Atmospheric boundary-layer simulation for the built environment: Past, present and future , 2014 .

[11]  Aly Mousaad Aly,et al.  Pressure integration technique for predicting wind-induced response in high-rise buildings , 2013 .

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

[13]  Yukio Tamura,et al.  Experimental investigation of aerodynamic forces and wind pressures acting on tall buildings with various unconventional configurations , 2012 .

[14]  Jun Kanda,et al.  Effects of taper and set-back on wind force and wind-induced response of tall buildings , 2010 .

[15]  Young-Moon Kim,et al.  Across-wind responses of an aeroelastic tapered tall building , 2008 .

[16]  Ming Gu,et al.  Experimental evaluation of aerodynamic damping of square super high-rise buildings , 2005 .

[17]  Ming Gu,et al.  Across-wind loads of typical tall buildings , 2004 .

[18]  Young-Moon Kim,et al.  Dynamic responses of a tapered tall building to wind loads , 2001 .

[19]  Tetsuro Tamura,et al.  The effect of turbulence on aerodynamic forces on a square cylinder with various corner shapes , 1999 .

[20]  Ahsan Kareem,et al.  Mitigation of motions of tall buildings with specific examples of recent applications , 1999 .

[21]  T. Tamura,et al.  Numerical prediction of unsteady pressures on a square cylinder with various corner shapes , 1998 .

[22]  H. Kawai,et al.  Effect of corner modifications on aeroelastic instabilities of tall buildings , 1998 .

[23]  N. Isyumov,et al.  Empirical aerodynamic damping function for tall buildings , 1997 .

[24]  Kevin R. Cooper,et al.  Unsteady aerodynamic force measurements on a super-tall building with a tapered cross section , 1997 .

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

[26]  Yukio Tamura,et al.  Experimental evaluation of aerodynamic damping of tall buildings , 1996 .

[27]  Y. Tamura,et al.  Evaluation of amplitude-dependent damping and natural frequency of buildings during strong winds , 1996 .

[28]  Yukio Tamura,et al.  Wind-induced response of high-rise buildings Effects of corner cuts or openings in square buildings , 1993 .

[29]  P D Cenek,et al.  Wind induced external pressures on a tall building with various corner configurations , 1992 .

[30]  Yoshiteru Iwasa,et al.  Aerodynamic shape effects of tall building for vortex induced vibration , 1990 .

[31]  Hiromichi Shirato,et al.  ON AERODYNAMIC STABILITY EFFECTS FOR BLUFF RECTANGULAR CYLINDERS BY THEIR CORNER-CUT , 1988 .

[32]  K. Kwok.  Effect of building shape on wind-induced response of tall building , 1988 .

[33]  Kenny C. S Kwok,et al.  Effect of edge configuration on wind-induced response of tall buildings , 1988 .

[34]  Kenny C. S Kwok,et al.  Aerodynamic Devices for Tall Buildings and Structures , 1987 .

[35]  A. Kareem.  Mitigation of wind induced motion of tall buildings , 1983 .

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

[37]  Ross B. Corotis,et al.  Transfer function models for determining dynamic wind loads on buildings , 1990 .

[38]  Prabodh V. Banavalkar,et al.  Structural systems to improve wind induced dynamic performance of high rise buildings , 1990 .