Earthquake Engineering and Site Response Analysis


This work has been supported by NSF under grants MIP-9553227, and CMS-9319829

All recent destructive earthquakes (Armenia 1988, Loma Prieta 1989, Iran 1990, Philippines 1990, Northridge 1994) provided strong evidence that local site conditions amplify the seismic ground motions significantly as compared to those recorded at the bedrock. Accounting for such site effects in building code, land use planning or design of critical facilities is an important goal of earthquake hazard mitigation programs. Existing methods for site evaluation utilize expensive and difficult to obtain downhole measurements as well as seismograms recorded at the site free surface. We develop a novel framework for identifying the site topography (reflectivity) based on multiple seismograms recorded at the free site surface only. Each seismogram will be considered as a distorted version of the seismic activity at the base of the sediment site. The distortion is introduced by the reflectivity of the path between the seismic input and the recording station. Assuming that the seismic inputs have similar statistical characteristics, we develop robust schemes to reconstruct the reflectivity of each path, and subsequently correlate it with the topography of the corresponding recording location. This approach will provide a new and economically attractive method for estimating the site characteristics and will eliminate the need for downhole measurements.

This project has been funded by the National Science Foundation

Collaborators
Dr. Aspa Zerva Civil and Architectural Engineering Dept., Drexel University
Dr. Pierre-Yves Bard, University of Grenoble, Grenoble France