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Peak Ground Acceleration (PGA) is a fundamental metric in earthquake engineering, reflecting the maximum ground acceleration during seismic events. It plays a crucial role in seismic design, hazard assessment, and infrastructure resilience. The chapter explores PGA's definition, measurement, and significance in building codes, particularly in relation to soil conditions and various seismic parameters.
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35.15
Peak Acceleration On Structures Vs Ground
This section discusses the differences between Peak Ground Acceleration (PGA) and the accelerations experienced by structures during seismic events, particularly emphasizing the increased accelerations at different levels of a structure.
References
Chapter_35_Conce.pdfClass Notes
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Term: Peak Ground Acceleration (PGA)
Definition: The maximum absolute horizontal acceleration recorded at a location during an earthquake, measured in g (gravity) or m/s².
Term: Ground Motion Prediction Equations (GMPEs)
Definition: Empirical formulas used to estimate PGA based on earthquake magnitude and distance from the epicenter.
Term: Response Spectra
Definition: Graphs representing the peak response of single-degree-of-freedom systems to ground motion, with PGA being the zero-period acceleration.
Term: Site Response Analysis
Definition: Assessing how local soil conditions affect ground acceleration and modifying PGA values accordingly.