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Site effects on strong ground motion
Authors:Francisco J. Sanchez-Sesma
Affiliation:1. Aristotle University of Thessaloniki, P.O.B. 424, 54124 Thessaloniki, Greece;2. Institute of Engineering Seismology and Earthquake Engineering EPPO-ITSAK, 55535 Eleones-Pylaia, Thessaloniki, Greece;1. School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044, China;2. MCC Capital Engineering Research Incorporation Limited, Beijing 100176, China;3. Civil Engineering Department, University of Southern California, KAP 216D Vermont Avenue, Los Angeles, CA 90089-2531, USA;1. Kentucky Geological Survey, University of Kentucky, Lexington, KY, 40506, USA;2. Department of Earth and Environmental Sciences, University of Kentucky, Lexington, KY, 40506, USA;1. Department of Civil Engineering, Tianjin University, Tianjin 300072, China;2. Key Laboratory of Coast Civil Structure Safety, Tianjin University, Tianjin 300072, China;3. Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089-2531, USA;1. Department of Civil, Architectural, and Environmental Engineering, The University of Texas at Austin, Austin, TX, USA;2. The Institute for Computational Engineering & Sciences, The University of Texas at Austin, Austin, TX, USA
Abstract:A review of some of the available methods to study the effects of site conditions on strong ground motion is presented. The need of unified treatment of source, path and side effects in the assessment of seismic risk is pointed out.
Keywords:strong ground motion   site effects
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