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<oai_dc:dc xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:contributor>Grace Alexandra Parker</dc:contributor>
  <dc:contributor>Eric M. Thompson</dc:contributor>
  <dc:contributor>Scott J. Brandenberg</dc:contributor>
  <dc:contributor>Meibai Li</dc:contributor>
  <dc:contributor>Okan Ilhan</dc:contributor>
  <dc:contributor>Youssef Hashash</dc:contributor>
  <dc:contributor>Ellen Rathje</dc:contributor>
  <dc:contributor>Jonathan P. Stewart</dc:contributor>
  <dc:creator>María E. Ramos-Sepulveda</dc:creator>
  <dc:date>2023</dc:date>
  <dc:description>&lt;div id="texttabcontent" class="tab-pane no-scroll show-content left-sided" aria-labelledby="texttab"&gt;&lt;div class="NLM_sec NLM_sec_level_1 hlFld-Abstract"&gt;&lt;p&gt;Earthquake ground motion processing for next-generation attenuation (NGA) projects required human inspection to select high-pass corner frequencies (&lt;i&gt;f&lt;/i&gt;&lt;sub&gt;&lt;i&gt;cHP&lt;/i&gt;&lt;/sub&gt;), which is time-intensive and subjective. With growth in the number of recordings per event and interest in enhancing repeatability, we sought to develop automated procedures for&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;f&lt;/i&gt;&lt;sub&gt;&lt;i&gt;cHP&lt;/i&gt;&lt;/sub&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;selection. These procedures consider signal-to-noise ratio (SNR) and non-physical features in the displacement time series that indicate high- and/or low-frequency noise effects. The procedures are implemented in a US Geological Survey software package (gmprocess). We extend previous procedures for SNR-based corner frequency selection to also check for low-frequency artifacts in the displacement record using a polynomial fit to improve&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;f&lt;/i&gt;&lt;sub&gt;&lt;i&gt;cHP&lt;/i&gt;&lt;/sub&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;selection. We evaluate the performance of the SNR and polynomial fit criteria using recordings from the 2020 M5.1 North Carolina and the 2013 M4.7 Southern Ontario earthquakes. Data processed with the SNR-only criteria can have low&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;f&lt;/i&gt;&lt;sub&gt;&lt;i&gt;cHP&lt;/i&gt;&lt;/sub&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and displacement drift; the displacement check increases&lt;span&gt;&amp;nbsp;&lt;/span&gt;&lt;i&gt;f&lt;/i&gt;&lt;sub&gt;&lt;i&gt;cHP&lt;/i&gt;&lt;/sub&gt;&lt;span&gt;&amp;nbsp;&lt;/span&gt;and reduces displacement drift.&lt;/p&gt;&lt;/div&gt;&lt;/div&gt;</dc:description>
  <dc:format>application/pdf</dc:format>
  <dc:identifier>10.1061/9780784484692.034</dc:identifier>
  <dc:language>en</dc:language>
  <dc:publisher>ASCE Library</dc:publisher>
  <dc:title>High-pass corner frequency selection for implementation in the USGS automated ground motion processing tool</dc:title>
  <dc:type>text</dc:type>
</oai_dc:dc>