Abstract
Traditional processing methods of accelerometric strong-motion records rely on band-pass filtering to remove contaminating noise. While filtering of low-frequency noise is often desirable to reduce the distortion of displacement and velocity waveforms, application of crude filtering can lead to the loss of long-period components of earthquake ground motion. This paper focuses on a baseline adjustment algorithm, which reduces noise-induced distortion of ground-motion accelerometric signals, and unlike high-pass filtering, retains potentially useful information at long periods. A brief description of the state of the art techniques in strong-motion data processing is presented, followed by a detailed formulation of the proposed baseline adjustment algorithm and some examples of its applications to recently recorded accelerograms. This method is found effective for high-quality far-fault data where the amplitude of the recorded signal is of structural engineering significance.
| Original language | English |
|---|---|
| Pages (from-to) | 1703-1710 |
| Number of pages | 8 |
| Journal | Soil Dynamics and Earthquake Engineering |
| Volume | 31 |
| Issue number | 12 |
| DOIs | |
| Publication status | Published - Dec 2011 |
Bibliographical note
Funding Information: The first author acknowledges the financial Grant from Icelandic Research Fund (RANNÍS) supporting his doctoral studies. A support from the South-Iceland University Center is also gratefully acknowledged. Furthermore, we thank for the support given by the University of Iceland Research Fund . We would like to thank Dr. Basil Margaris for useful and constructive comments and also an anonymous reviewer for comments that resulted in improvements to this work.Fingerprint
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