Chapter
Apr 26, 2012
Application of Interpolation Methods for Peak Ground Acceleration Estimation in Emergency Management of Metropolises
Authors: M. R. Ghayamghamian [email protected], A. Komak panah, R. Behroo [email protected], and N. GovahiAuthor Affiliations
Publication: GeoFlorida 2010: Advances in Analysis, Modeling & Design
Abstract
Various interpolation techniques are applied to the data from 35 acceleration stations covered Tehran City, the capital of Iran. Data of Firozabad-Kojour (2004) and Kahak-Qom (2007) earthquakes, which recently occurred near to the Tehran City, were analyzed here. The accuracy of estimated PGA using different interpolation techniques is examined by comparing estimated and recorded PGAs at the test sites which are excluded from interpolation analysis. Furthermore, the interpolation at depth (on engineering bedrock) is also investigated by transferring the surface time histories to the depth using available geotechnical and geophysical information at the sites. Then, the PGAs at depth were interpolated beneath the test stations and multiplied to the amplification factors averaged over period ranges of 0.1 to 0.5 s using representative amplification functions for each site category given in previous study by Ghayamghamian and Nojavan (2008). This provides better estimation for PGA even with respect to surface interpolations.
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© 2010 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
Affiliations
Risk Management Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), P.O. Box 19395-3913, Tehran, Iran. E-mail: [email protected]
A. Komak panah
Department of Civil Engineering, Engineering Faculty, University of Tarbiat Modares, Tehran, Iran
Department of Civil Engineering, Engineering Faculty, University of Tarbiat Modares, Tehran, Iran. E-mail: [email protected]
N. Govahi
Risk Management Research Center, International Institute of Earthquake Engineering and Seismology (IIEES), P.O. Box 19395-3913, Tehran, Iran
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