{
"DOI": {
"doi": "10.5066/p9lwg1ec",
"prefix": "10.5066",
"suffix": "p9lwg1ec",
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"creators": [
{
"name": "Chan, Joanne H",
"nameType": "Personal",
"givenName": "Joanne H",
"familyName": "Chan",
"affiliation": [],
"nameIdentifiers": [
{
"schemeUri": "https://orcid.org",
"nameIdentifier": "https://orcid.org/0000-0002-2065-2423",
"nameIdentifierScheme": "ORCID"
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},
{
"name": "Catchings, Rufus D",
"nameType": "Personal",
"givenName": "Rufus D",
"familyName": "Catchings",
"affiliation": [],
"nameIdentifiers": [
{
"schemeUri": "https://orcid.org",
"nameIdentifier": "https://orcid.org/0000-0002-5191-6102",
"nameIdentifierScheme": "ORCID"
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},
{
"name": "Goldman, Mark R",
"nameType": "Personal",
"givenName": "Mark R",
"familyName": "Goldman",
"affiliation": [],
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{
"schemeUri": "https://orcid.org",
"nameIdentifier": "https://orcid.org/0000-0002-0802-829X",
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},
{
"name": "Criley, Coyn J",
"nameType": "Personal",
"givenName": "Coyn J",
"familyName": "Criley",
"affiliation": [],
"nameIdentifiers": []
}
],
"titles": [
{
"title": "High-resolution seismic data acquired at six seismic network recording stations in San Bernardino County, California in 2019"
}
],
"publisher": "U.S. Geological Survey",
"container": {},
"publicationYear": 2021,
"subjects": [
{
"subject": "Seismology, ground motion, earthquake hazard"
}
],
"contributors": [],
"dates": [
{
"date": "2019",
"dateType": "Collected"
},
{
"date": "2021",
"dateType": "Issued"
}
],
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{
"description": "In May 2019, the U.S. Geological Survey acquired high resolution P- and S-wave seismic data near six seismic network recording stations in San Bernardino County, California: Southern California Seismic Network CI.CLT Calelectic, CI.MLS Mira Loma, CI.CJM Cajon Mountain and CI.HLN Highland; California Strong Motion Instrumentation Program station CE.23542; and US National Strong-Motion Network station NP.5326 (Figure 1). The primary goals of the seismic survey were to better understand the potential for amplified ground shaking, to evaluate lateral variability in shear-wave velocity, and to calculate Vs30 at these sites. We deployed up to 67 DTCC SmartSolo 3-component seismometer systems (\"nodes\") at 2-m spacing along six linear arrays and collocated P- and S-wave sources at ~1-m offset from the nodes. We generated active-source P-waves using a 3.5-kg sledgehammer and steel plate combination. Active-source S-waves were generated by horizontally striking an aluminum block with a 3.5-kg sledgehammer. SmartSolo nodes are standalone seismometers with 3-component sensors (5-Hz corner frequency and sensitivity of 76.7 volts/meter/second), battery, and built-in GPS to record location and time. The nodes recorded seismic data continuously at a 0.5-ms sampling rate, and shot timing was recorded by GPS event capture hardware to precisely determine the shot times. For some individual surveys, the nodes were buried a few inches below the ground surface to reduce noise. This report provides the metadata needed to utilize the seismic data. Acknowledgements: We thank Garet Huddleston, Dan Langermann, Carolyn Stieban, Zhenning Ma, Luther Strayer, and Chris Green for assistance in data acquisition. Reference: Barry, K.M., Cavers, D.A. and Kneale, C.W., 1975, Recommended standards for digital tape formats: Geophysics, vol. 40, no. 2, p. 344-352.",
"descriptionType": "Abstract"
}
],
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