There has been an increasing trend toward the use of “push‐over” analysis as a tool for evaluation of the safety of structures during earthquakes. A variety of existing push‐over analysis procedures are currently being consolidated under programs such as ATC40 and FEMA273. This paper is a critical review of the currently proposed push‐over analysis procedure, and a case study in which the proposed methodology is evaluated.
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Kim et al. (1999) studied this question.