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Displacement-based selection of ground motion records for efficient seismic response analysis
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The issue of the number of records required for sufficiently accurate prediction of seismic response of a structure can be partly solved by using the precedence list of ground motion records, which make it possible to calculate the response of structure progressively, starting from the first ground motion record from the precedence list, until desired tolerance is achieved. Herein the efficiency of the precedence list of records, if determined based on acceleration spectrum or inelastic response of simple model, is investigated for the example of an eight-storey reinforced concrete frame building. It is shown that the precedence list of records, which utilizeinelastic response of simple model, is more efficient in terms of predicting response parameters of the building.
ground motion selection
precedence list of ground motions
progressive incremental dynamic analysis
1.08 - Published Scientific Conference Contribution
FGG - Faculty of Civil and Geodetic Engineering
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lista pomembnosti akceleogramov
progresivna inkrementalna dinamična analiza
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