| Summary |
This paper discusses, based on a push-over analysis, the seismic response estimation of a single layer cylindrical roof structure supported with a substructure. First, time history response analysis has been carried out for evaluation of seismic performance and response characteristics of a frame-supported membrane structure supported by substructure. From the comparison between the estimation method presented here and the time-domain nonlinear analysis including plastic deformation of the substructure, the accuracy and the applicability of this method are examined.
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