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.


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    Title :

    Displacement-based selection of ground motion records for efficient seismic response analysis


    Contributors:

    Publication date :

    2015-07-10


    Type of media :

    Miscellaneous


    Type of material :

    Electronic Resource


    Language :

    English



    Classification :

    DDC:    629