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
Performance of 20 extensively-instrumented buildings during the 1994 Northridge earthquake
β Scribed by Naeim, Farzad
- Publisher
- John Wiley and Sons
- Year
- 1998
- Tongue
- English
- Weight
- 535 KB
- Volume
- 7
- Category
- Article
- ISSN
- 1062-8002
No coin nor oath required. For personal study only.
β¦ Synopsis
In the aftermath of the 17 January 1994 Northridge earthquake hundreds of strong ground motion and building response accelerograms were retrieved from stations throughout the greater Los Angeles basin. Particularly important among the building response records were the data obtained from instrumented buildings which experienced relatively large ground motions. This paper provides a summary of the results obtained from an elaborate two-year project which included inspection of the buildings, damage assessment and performance evaluations. The forces, displacements and dynamic characteristics interpreted from recorded data are contrasted with those suggested by building codes. Key response parameters and characteristics of each building are studied and where necessary observations are provided which may be used to improve future editions of the building codes.
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