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Inelastic seismic analysis of a building structure designed by argentine codes

✍ Scribed by Victorio E. Sonzogni; Alberto Cardona; Sergio R. Idelsohn


Publisher
John Wiley and Sons
Year
1984
Tongue
English
Weight
876 KB
Volume
12
Category
Article
ISSN
0098-8847

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Seismic analysis of non-linearly base-is
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## Abstract The seismic analysis of a reactor building on a sliding‐type base isolation is performed by way of the hybrid frequency‐time‐domain procedure. The frequency dependence of the foundation stiffness coefficients is duly accounted for in the analysis, although the problem is non‐linear. The