Project Title/ID Number | Empirical Characterization of Basin Effects on Site Response—2252002 |
Start/End Dates | 10/1/02—9/30/03 |
Project Leader | Jonathan Stewart (UCLA/Faculty) |
Team Members | Yoojong Choi (UCLA/Grad Student), Robert Graves (Industrial Collaborator) |
Project goals and objectives | |
This Year 6 project is an extension of the Year 5 project having the same title. As described in the original project proposal, the general intent of this work is to develop a statistically robust engineering model for characterizing basin effects on ground motion intensity measures (IMs). The approach taken is to evaluate residuals between data and predictions, and correlate these residuals to basin geometric parameters. The predictions used to evaluate the residuals will, to the extent possible, remove the effects of site, path, and shallow ground response in an average sense, so that the deviations from data can be attributed to basin response. |
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Role of this project in supporting PEER’s vision | |
The project will allow for more robust evaluations of ground motion intensity measures for use in Probabilistic Seismic Hazard Analysis (PSHA), which is an integral component of Performance-Based Earthquake Engineering (PBEE). The results could be especially significant for regions located near the basin edge or on deep basin sediments. |
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Methodology employed | |
To realize the goals/objectives outlined above, the following tasks are being performed:
Work to date
has focused principally on Tasks (a)-(c). We have recently begun Task
(d) for an IM that we anticipate having basin parameter sensitivity (significant
duration). Remaining work is ongoing. |
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Brief description of past year’s accomplishments and more detail on expected Year 6 accomplishments | |
The principal outcome of work to date is the amplification model described in Task (c) above as well as the basin parameter uncertainty evaluation in (b). The amplification model has several unique attributes. First, it is the only available model that provides statistically robust estimates of ground motion amplification as a continuous function of both Vs-30 and reference peak acceleration (PHAr). The model is described by the following equation: One of the innovative features of the model is the formulation of b, which reflects the Vs-30-dependence of amplification as shown in the figure below. The line in red represents the model selected, the black dots indicate the results of regressions within specific Vs-30-categories. Another
interesting feature of the model concerns the formulation of error
term Based on this model, we find a bias in existing NEHRP site factors, as shown below. |
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Other similar work being conducted within and outside PEER and how this project differs | |
An ongoing project funded by CSMIP (PI: Graves) is examining the generation of basin induced surface waves and their correlation with geologic parameters such as distance to basin edge. This work is similar to the present study, but is focusing on long-period ground motions. Moreover, that study formulated correction factors relative to the Abrahamson and Silva attenuation relationship and not to amplification-adjusted ground motion predictions.
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Plans for Year 7 if this project is expected to be continued | |
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Describe any instances where you are aware that your results have been used in industry | |
My ground motion related work from previous phases of PEER research has been used in PG&E and Caltrans, and is being implemented within the next-generation attenuation (NGA) project. Previous work on soil-structure interaction partially funded by PEER has been implemented into the NEHRP provisions for new structures and is in the process of being implemented into design documents for existing structures (ATC-55 project). |
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Expected milestones | |
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Deliverables | |
PEER report presenting research results along with summary journal and conference papers. |