Practical push-over analysis of symmetric and nonsymmetric building structures
Kilar, Vojko
In the paper a simplified method for push-over analysis of building structures is presented. The method is based on an extension of the pseudo-three dimensional mathematical model of the structure ...into the nonlinear range. For each planar macroelement a simple bilinear or multilinear force-displacement relationship is determined. Considering these relationships the nonlinear analysis is performed. The method allows the user to monitor the static response of a building under monotonicaly increasing horizontal loading. In the paper the basic assumptions for the mathematical model and the analysis procedure are briefly described and used for the analysis of two test examples
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