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    Semianalytical Method for Parametric Study of Tuned Mass Dampers 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Y. L. Xu; K. C. S. Kwok
    Publisher: American Society of Civil Engineers
    Abstract: Based on wind‐tunnel measurements of wind‐induced response of tall buildings, a semianalytical method of performing parametric study of tuned mass dampers for tall buildings is proposed. This method was verified through a ...
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    Control of Along‐Wind Response of Structures by Mass and Liquid Dampers 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Y. L. Xu; B. Samali; K. C. S. Kwok
    Publisher: American Society of Civil Engineers
    Abstract: An investigation is made of the possible application of tuned liquid column dampers and tuned liquid column/mass dampers in reducing the along‐wind response of wind‐sensitive structures. The structure is modeled as a lumped ...
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    Stiffness Optimization for Wind-Induced Dynamic Serviceability Design of Tall Buildings 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): C. M. Chan; M. F. Huang; K. C. S. Kwok
    Publisher: American Society of Civil Engineers
    Abstract: Contemporary tall buildings with increasing height and slenderness are highly sensitive to the actions of wind. The structural design of modern tall buildings is generally governed by the need to provide adequate strength ...
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    Performance and Cost Evaluation of a Smart Tuned Mass Damper for Suppressing Wind-Induced Lateral-Torsional Motion of Tall Structures 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): K. T. Tse; K. C. S. Kwok; Yukio Tamura
    Publisher: American Society of Civil Engineers
    Abstract: The implementation of a vibration control system has always been associated with considerable capital and long-standing maintenance costs, resulting in limited practical applications of damping devices. The notion of a ...
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    Wind Tunnel Tests for Wind-Excited Benchmark Building 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    Author(s): B. Samali; K. C. S. Kwok; G. S. Wood; J. N. Yang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an overview of the wind tunnel studies conducted at the boundary layer wind tunnel facility at the University of Sydney to determine across-wind forces acting on the 76-story 306 m high benchmark building. ...
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    Vibration Control of the Wind-Excited 76-Story Benchmark Building by Liquid Column Vibration Absorbers 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 004
    Author(s): B. Samali; E. Mayol; K. C. S. Kwok; A. Mack; P. Hitchcock
    Publisher: American Society of Civil Engineers
    Abstract: A study has been undertaken on the effectiveness of using liquid column vibration absorbers (LCVAs), in the suppression of wind-induced motion of the 76-story benchmark building. Much work has been undertaken on the behavior ...
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