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    Statistical Energy Analysis for the Time-Integrated Transient Response of Vibrating Systems 

    Source: Journal of Vibration and Acoustics:;1990:;volume( 112 ):;issue: 002:;page 206
    Author(s): M. L. Lai; A. Soom
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: For more than twenty years, statistical energy analysis (SEA) has been used for the analysis of steady-state response distributions in complex coupled structures and sound-structure systems. ...
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    Prediction of Transient Vibration Envelopes Using Statistical Energy Analysis Techniques 

    Source: Journal of Vibration and Acoustics:;1990:;volume( 112 ):;issue: 001:;page 127
    Author(s): M. L. Lai; A. Soom
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The prediction, by the statistical energy analysis (SEA) method, of transient vibration envelopes for coupled systems is investigated. The relation between the time-varying energy transferred between ...
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    Seismic Design Considerations for Secondary Structural Systems 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author(s): M. L. Lai; T. T. Soong
    Publisher: American Society of Civil Engineers
    Abstract: In practice, light secondary systems attached to the massive primary system are treated independently in the seismic design. Evaluation of the secondary systems and their design forces are performed as equivalent static ...
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    Statistical Energy Analysis of Primary‐Secondary Structural Systems 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 011
    Author(s): M. L. Lai; T. T. Soong
    Publisher: American Society of Civil Engineers
    Abstract: Statistical energy analysis (SEA) techniques, which are very useful in the dynamic analysis of complex systems, are applied to the study of dynamics of primary‐secondary structural systems. The dynamic response of a system ...
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    Inelastic Behavior of Steel Frames with Added Viscoelastic Dampers 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 010
    Author(s): K. C. Chang; S. J. Chen; M. L. Lai
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of shaking table studies on the inelastic behavior of two identical 2/5-scale three-story steel structures, one with and the other without viscoelastic (VE) dampers. The VE dampers were ...
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    Effect of Ambient Temperature on Viscoelastically damped structure 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 007
    Author(s): K. C. Chang; T. T. Soong; S.‐T. Oh; M. L. Lai
    Publisher: American Society of Civil Engineers
    Abstract: Seismic response characteristics of a 2/5‐scale steel frame structure with added viscoelastic dampers are studied experimentally. The major emphasis is placed on the ambient temperature effect. It is shown that, while ...
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    Seismic Behavior of Steel Frame with Added Viscoelastic Dampers 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): K. C. Chang; T. T. Soong; S.-T. Oh; M. L. Lai
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the results of an extensive study on the seismic behavior of a viscoelastically damped structure under mild and strong earthquake ground motions. Shaking-table studies were conducted on a 2/5-scale ...
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    Full-Scale Viscoelastically Damped Steel Frame 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 010
    Author(s): M. L. Lai; K. C. Chang; T. T. Soong; D. S. Hao; Y. C. Yeh
    Publisher: American Society of Civil Engineers
    Abstract: A full-scale five-story steel-frame structure with added viscoelastic (VE) dampers is studied experimentally and analytically. The experimental program includes free-vibration and harmonic forced-vibration tests. Dynamic ...
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