Mitigation of motions of tall buildings with specific examples of recent applications

Flexible structures may experience excessive levels of vibration under the action of wind, adversely affecting serviceability and occupant comfort. To ensure the functional performance of a structure, various design modifications are possible, ranging from alternative structural systems to the utilization of passive and active control devices. This paper presents an overview of state-of-the-art measures that reduce the structural response of buildings, including a summary of recent work in aerodynamic tailoring and a discussion of auxiliary damping devices for mitigating the wind-induced motion of structures. In addition, some discussion of the application of such devices to improve structural resistance to seismic events is also presented, concluding with detailed examples of the application of auxiliary damping devices in Australia, Canada, China, Japan, and the United States.

[1]  Shinji Yamazaki,et al.  Tuned active dampers installed in the Minato Mirai (MM) 21 landmark tower in Yokohama , 1992 .

[2]  Yoshiteru Iwasa,et al.  Aerodynamic damping effects of tall building for a vortex induced vibration , 1992 .

[3]  Shinji Yamazaki,et al.  Wind Resistant Design and Response Control of Tall Building , 1993 .

[4]  Limin Sun,et al.  Tuned liquid damper (TLD) for suppressing horizontal motion of structures , 1992 .

[5]  Kazuki Hibi,et al.  Estimation of wind loads for a super‐tall building (SSH) , 1995 .

[6]  Ahsan Kareem,et al.  Performance of Multiple Mass Dampers Under Random Loading , 1995 .

[7]  Peter W. Chen,et al.  Human Perception Thresholds of Horizontal Motion , 1972 .

[8]  W. H. Reed,et al.  Hanging-chain impact dampers - A simple method for damping tall flexible structures , 1967 .

[9]  Nicholas Isyumov,et al.  Criteria for Acceptable Wind-Induced Motions , 1994 .

[10]  Yukio Tamura,et al.  APPLICATION OF DAMPING DEVICES TO SUPPRESS WIND - INDUCED RESPONSES OF BUILDINGS , 1998 .

[11]  Hidekazu Nishimura,et al.  An Optimal Active Dynamic Vibration Absorber for Multidegrees-of-Freedom Systems: (A Control Using a Reduced-Order Model and Output Feedback Controls) , 1988 .

[12]  I. D. Bennetts,et al.  Structural Systems for Tall Buildings , 1995 .

[13]  Yukio Tamura,et al.  Practical Application of Tuned Liquid Damper for Tall Buildings , 1994 .

[14]  Hideyuki Kosaka,et al.  VERIFICATION OF VIBRATION CONTROL EFFECT IN ACTUAL STRUCTURE : Study of vibration control damper using sloshing of water (Part 2) , 1991 .

[15]  John W. Reed Wind-induced motion and human discomfort in tall buildings , 1971 .

[16]  Ahsan Kareem,et al.  Damping in structures: its evaluation and treatment of uncertainty , 1996 .

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

[18]  Yukio Tamura,et al.  Wind-induced vibration of tower and practical applications of tuned sloshing damper , 1990 .

[19]  Nicos Makris,et al.  Analysis and Design of ER Damper for Seismic Protection of Structures , 1996 .

[20]  Sami F. Masri,et al.  On the stability of the impact damper. , 1966 .

[21]  T. Soong,et al.  Effect of Ambient Temperature on Viscoelastically damped structure , 1992 .

[22]  Andy W. Irwin Motion in Tall Buildings , 1988 .

[23]  William H. Melbourne,et al.  Chain dampers for control of wind-induced vibration of tower and mast structures , 1995 .

[24]  Henri P. Gavin,et al.  Electrorheological dampers for structural vibration suppression. , 1994 .

[25]  S. E. Semercigil,et al.  Response of a new tuned vibration absorber to an earthquake-like random excitation , 1991 .

[26]  Parviz Mahmoodi,et al.  Performance of Viscoelastic Structural Dampers for the Columbia Center Building , 1986 .

[27]  T. T. Soong,et al.  Passive Energy Dissipation Systems in Structural Engineering , 1997 .

[28]  Shin Morishita,et al.  ER Fluid Applications to Vibration Control Devices and an Adaptive Neural-Net Controller , 1993 .

[29]  Ahsan Kareem,et al.  Reduction of wind induced motion utilizing a tuned sloshing damper , 1990 .

[30]  Shirley J. Dyke,et al.  Magnetorheological dampers: a new approach to seismic protection of structures , 1996, Proceedings of 35th IEEE Conference on Decision and Control.

[31]  Koji Ishii,et al.  Development of V-Shaped Hybrid Mass Damper and its Application to a High-Rise Building , 1994, J. Robotics Mechatronics.

[32]  Shin Morishita,et al.  Controllable Squeeze Film Damper (An Application of Electro-Rheological Fluid) , 1992 .

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

[34]  N. G. Stevens,et al.  Experimental evaluation of a simple electroviscous damper , 1984 .

[35]  Ahsan Kareem,et al.  Stochastic response of structures with fluid-containing appendages , 1987 .

[36]  Billie F. Spencer,et al.  Controlling Buildings: A New Frontier in Feedback , 1998 .

[37]  Bijan Samali,et al.  Performance of tuned mass dampers under wind loads , 1995 .

[38]  A. W. Irwin Perception, comfort and performance criteria for human beings exposed to whole body pure yaw vibration and vibration containing yaw and translational components , 1981 .

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

[40]  W. H. Melbourne,et al.  Accelerations and comfort criteria for buildings undergoing complex motions , 1992 .

[41]  Tadashi Nagase,et al.  Tuned-pendulum mass damper installed in crystal tower , 1992 .

[42]  Yukio Tamura,et al.  Effectiveness of tuned liquid dampers under wind excitation , 1995 .

[43]  Masanobu Tohdo,et al.  RESPONSE CONTROL PERFORMANCE OF HYBRID MASS DAMPER WITH CONVERTIBLE ACTIVE AND PASSIVE MODES APPLIED TO A SLENDER TALL BUILDING , 1999 .

[44]  Takeshi Goto Studies on wind-induced motion of tall buildings based on occupants' reactions , 1983 .

[45]  T. T. Soong,et al.  STRUCTURAL CONTROL: PAST, PRESENT, AND FUTURE , 1997 .

[46]  J. L. Sproston,et al.  Non-linear modelling of an electro-rheological vibration damper , 1987 .

[47]  Michael C. Constantinou,et al.  Semi-active control systems for seismic protection of structures: a state-of-the-art review , 1999 .

[48]  Junichi Yamashita,et al.  Full-scale measurements of wind-induced responses on the Hamamatsu ACT Tower , 1998 .

[49]  P. Mahmoodi,et al.  Performance of Viscoelastic Dampers in World Trade Center Towers , 1987 .

[50]  Ahsan Kareem,et al.  Lateral‐Torsional Motion of Tall Buildings to Wind Loads , 1985 .

[51]  M. C. Constantinou,et al.  Experimental Study of Seismic Response of Structures with Semi-Active Damping Control Systems , 1996 .

[52]  A. Kareem Wind effects on structures: a probabilistic viewpoint , 1987 .

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

[54]  N. Isyumov,et al.  Reduction of tall building motion by aerodynamic treatments , 1990 .

[55]  Bijan Samali,et al.  Use of viscoelastic dampers in reducing wind- and earthquake-induced motion of building structures , 1995 .

[56]  Yukio Tamura,et al.  Wind-induced responses of an airport tower : efficiency of tuned liquid damper , 1996 .