Identification of Site Frequencies from Building Records

Author:

Çelebi M.1

Affiliation:

1. U.S. Geological Survey, MS 977, 345 Middlefield Rd., Menlo Park, CA 94025

Abstract

A simple procedure to identify site frequencies using earthquake response records from roofs and basements of buildings is presented. For this purpose, data from five different buildings are analyzed using only spectral analyses techniques. Additional data such as free-field records in close proximity to the buildings and site characterization data are also used to estimate site frequencies and thereby to provide convincing evidence and confirmation of the site frequencies inferred from the building records. Furthermore, simple code-formula is used to calculate site frequencies and compare them with the identified site frequencies from records. Results show that the simple procedure is effective in identification of site frequencies and provides relatively reliable estimates of site frequencies when compared with other methods. Therefore the simple procedure for estimating site frequencies using earthquake records can be useful in adding to the database of site frequencies. Such databases can be used to better estimate site frequencies of those sites with similar geological structures.

Publisher

SAGE Publications

Subject

Geophysics,Geotechnical Engineering and Engineering Geology

Reference33 articles.

1. Anderson, J. C., Miranda, E., and Bertero, V. V., 1991. Evaluation of the seismic performance of a thirty-story RC building, University of California, Berkeley, California,Earthquake Engineering Research Center Report 91/16,December.

2. Astaneh, A., Bonowitz, D., and Chen, C., 1991. Evaluating design provisions and actual performance of a modern high-rise steel structure.SMIP91 Seminar on Seismological and Engrg. Implications of Recent Strong-Motion Data, California Department of Conservation, Division of Mines and Geology, 5-1–5-10.

3. Boore, D., 2002. Personal communication.

4. Boroschek, R. L., and Mahin, S. A., 1991. Investigation of the seismic response of a lightly-damped torsionally-coupled building, University of California, Berkeley, California,Earthquake Engineering Research Center Report 91/18, December.

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