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    Estimates of Peak Roof Displacement Using “Equivalent” Single Degree of Freedom Systems 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): T. Tjhin; M. Aschheim; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: The accuracy of a new pushover analysis procedure for estimating the peak roof displacement of multistory buildings subjected to earthquake ground shaking is assessed in a pilot study. The energy-based pushover uses a ...
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    Observations on the Reliability of Alternative Multiple-Mode Pushover Analysis Methods 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): T. Tjhin; M. Aschheim; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: Although multiple-mode pushover analysis methods have been proposed for general use in the seismic analysis of moment-resisting frames, difficulties have been encountered in their implementation with specific structures. ...
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