Item talk:Q163952: Difference between revisions
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ORCID: | |||
'@context': http://schema.org | |||
'@id': https://orcid.org/0000-0003-4279-2854 | |||
'@reverse': | |||
creator: | |||
- '@type': CreativeWork | |||
name: Constant-ductility response spectra for sequential earthquake and tsunami | |||
loading | |||
- '@type': CreativeWork | |||
name: 'Engineered Ecoroof Systems: Geotechnical Considerations' | |||
- '@type': CreativeWork | |||
name: 'Sediment Liquefaction: A Pore-Water Pressure Gradient Viewpoint' | |||
- '@type': CreativeWork | |||
name: Geotechnical effects of the 2015 magnitude 7.8 Gorkha, Nepal, earthquake | |||
and aftershocks | |||
- '@type': CreativeWork | |||
name: Characterization of ecoroofs and ecoroof materials | |||
- '@type': CreativeWork | |||
name: Equivalent linear and nonlinear site response analysis for design and | |||
risk assessment of safety-related nuclear structures | |||
- '@type': CreativeWork | |||
name: 'Nonlinear soil--foundation--structure and structure--soil--structure | |||
interaction: engineering demands' | |||
- '@type': CreativeWork | |||
name: 'Sediment response to tsunami loading: mechanisms and estimates' | |||
- '@type': CreativeWork | |||
name: Liquefaction at strong motion stations and in Urayasu City during the | |||
2011 Tohoku-Oki earthquake | |||
- '@type': CreativeWork | |||
name: Nonlinear dynamic foundation and frame structure response observed in | |||
geotechnical centrifuge experiments | |||
- '@type': CreativeWork | |||
name: 'Nonlinear soil--foundation--structure and structure--soil--structure | |||
interaction: centrifuge test observations' | |||
- '@type': CreativeWork | |||
name: Seismic soil--foundation--structure interaction observed in geotechnical | |||
centrifuge experiments | |||
- '@type': CreativeWork | |||
name: Seismic system identification using centrifuge-based soil-structure interaction | |||
test data | |||
- '@type': CreativeWork | |||
name: Constructive and destructive footing-soil-footing interaction for vertically | |||
vibrating footings | |||
- '@type': CreativeWork | |||
name: Earthquake motion selection and calibration for use in a geotechnical | |||
centrifuge | |||
- '@type': CreativeWork | |||
name: A simplified three-dimensional shallow landslide susceptibility framework | |||
considering topography and seismicity | |||
- '@type': CreativeWork | |||
name: 'Earthquake-Induced Water Level Rise: Implications for Tsunami-Induced | |||
Sediment Instability in Coastal Areas' | |||
- '@type': CreativeWork | |||
name: Shear wave velocity measurements of stone column improved ground and effect | |||
on site response | |||
'@type': Person | |||
address: | |||
'@type': PostalAddress | |||
addressCountry: US | |||
affiliation: | |||
'@type': Organization | |||
alternateName: Civil and Construction Engineering | |||
identifier: | |||
'@type': PropertyValue | |||
propertyID: RINGGOLD | |||
value: '2694' | |||
name: Oregon State University | |||
alternateName: | |||
- H. Benjamin Mason | |||
- Ben Mason | |||
alumniOf: | |||
- '@type': Organization | |||
alternateName: Civil and Environmental Engineering | |||
identifier: | |||
'@type': PropertyValue | |||
propertyID: RINGGOLD | |||
value: '1438' | |||
name: University of California Berkeley | |||
- '@type': Organization | |||
alternateName: Civil and Environmental Engineering | |||
identifier: | |||
'@type': PropertyValue | |||
propertyID: RINGGOLD | |||
value: '1372' | |||
name: Georgia Institute of Technology | |||
familyName: Mason | |||
givenName: Henry | |||
mainEntityOfPage: https://orcid.org/0000-0003-4279-2854 | |||
USGS Staff Profile: | USGS Staff Profile: | ||
'@context': https://schema.org | '@context': https://schema.org |
Revision as of 17:38, 23 May 2024
ORCID:
'@context': http://schema.org '@id': https://orcid.org/0000-0003-4279-2854 '@reverse': creator: - '@type': CreativeWork name: Constant-ductility response spectra for sequential earthquake and tsunami loading - '@type': CreativeWork name: 'Engineered Ecoroof Systems: Geotechnical Considerations' - '@type': CreativeWork name: 'Sediment Liquefaction: A Pore-Water Pressure Gradient Viewpoint' - '@type': CreativeWork name: Geotechnical effects of the 2015 magnitude 7.8 Gorkha, Nepal, earthquake and aftershocks - '@type': CreativeWork name: Characterization of ecoroofs and ecoroof materials - '@type': CreativeWork name: Equivalent linear and nonlinear site response analysis for design and risk assessment of safety-related nuclear structures - '@type': CreativeWork name: 'Nonlinear soil--foundation--structure and structure--soil--structure interaction: engineering demands' - '@type': CreativeWork name: 'Sediment response to tsunami loading: mechanisms and estimates' - '@type': CreativeWork name: Liquefaction at strong motion stations and in Urayasu City during the 2011 Tohoku-Oki earthquake - '@type': CreativeWork name: Nonlinear dynamic foundation and frame structure response observed in geotechnical centrifuge experiments - '@type': CreativeWork name: 'Nonlinear soil--foundation--structure and structure--soil--structure interaction: centrifuge test observations' - '@type': CreativeWork name: Seismic soil--foundation--structure interaction observed in geotechnical centrifuge experiments - '@type': CreativeWork name: Seismic system identification using centrifuge-based soil-structure interaction test data - '@type': CreativeWork name: Constructive and destructive footing-soil-footing interaction for vertically vibrating footings - '@type': CreativeWork name: Earthquake motion selection and calibration for use in a geotechnical centrifuge - '@type': CreativeWork name: A simplified three-dimensional shallow landslide susceptibility framework considering topography and seismicity - '@type': CreativeWork name: 'Earthquake-Induced Water Level Rise: Implications for Tsunami-Induced Sediment Instability in Coastal Areas' - '@type': CreativeWork name: Shear wave velocity measurements of stone column improved ground and effect on site response '@type': Person address: '@type': PostalAddress addressCountry: US affiliation: '@type': Organization alternateName: Civil and Construction Engineering identifier: '@type': PropertyValue propertyID: RINGGOLD value: '2694' name: Oregon State University alternateName: - H. Benjamin Mason - Ben Mason alumniOf: - '@type': Organization alternateName: Civil and Environmental Engineering identifier: '@type': PropertyValue propertyID: RINGGOLD value: '1438' name: University of California Berkeley - '@type': Organization alternateName: Civil and Environmental Engineering identifier: '@type': PropertyValue propertyID: RINGGOLD value: '1372' name: Georgia Institute of Technology familyName: Mason givenName: Henry mainEntityOfPage: https://orcid.org/0000-0003-4279-2854
USGS Staff Profile:
'@context': https://schema.org '@type': Person affiliation: [] description: - '@type': TextObject abstract: Civil Engineer with the Earthquake Hazards Program additionalType: short description - '@type': TextObject abstract: Ben Mason is a Research Civil Engineer with the Earthquake Hazards Program. additionalType: staff profile page introductory statement email: hmason@usgs.gov hasCredential: [] hasOccupation: - '@type': OrganizationalRole affiliatedOrganization: '@type': Organization name: Earthquake Hazards Program url: https://www.usgs.gov/programs/earthquake-hazards roleName: Civil Engineer startDate: '2024-05-12T16:03:39.036231' identifier: - '@type': PropertyValue propertyID: GeoKB value: https://geokb.wikibase.cloud/entity/Q163952 - '@type': PropertyValue propertyID: ORCID value: 0000-0003-4279-2854 jobTitle: Civil Engineer knowsAbout: [] memberOf: '@type': OrganizationalRole member: '@type': Organization name: U.S. Geological Survey name: staff member startDate: '2024-05-12T16:03:39.033681' name: Henry (Ben) Mason url: https://www.usgs.gov/staff-profiles/henry-ben-mason