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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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