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Seismic response of the superstructure and attached equipment in a base-isolated building

✍ Scribed by Hsiang-Chuan Tsai; James M. Kelly

Publisher
John Wiley and Sons
Year
1989
Tongue
English
Weight
751 KB
Volume
18
Category
Article
ISSN
0098-8847

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πŸ“œ SIMILAR VOLUMES

ROLE OF STRUCTURAL DETAILS IN ALTERING T
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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

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✍ Γ‡elebi, Mehmet πŸ“‚ Article πŸ“… 1996 πŸ› John Wiley and Sons 🌐 English βš– 899 KB

The purpose of this paper is to examine the response records and thereby the performance of the base-isolated University of Southern California (USC) hospital building during the M, = 6.8 Northridge (California) earthquake of 17 January 1994. The data retrieved from the building is the first set of