Determining the damping factor of sedimentary rocks required for seismically designed structures
Relationships for the shear damping ratio Ds (a function of shear quality factor Qs) and modulus decay curve Gseis/Gmax as a function of shear strain for mudrocks have been developed. Field experiments to determine damping ratio and elastic moduli should be performed at frequencies as close as possi...
| Main Authors: | , , |
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| Format: | Journal article |
| Language: | English |
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2001
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| _version_ | 1797094012662841344 |
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| author | Worthington, M King, MS Marsden, JR |
| author_facet | Worthington, M King, MS Marsden, JR |
| author_sort | Worthington, M |
| collection | OXFORD |
| description | Relationships for the shear damping ratio Ds (a function of shear quality factor Qs) and modulus decay curve Gseis/Gmax as a function of shear strain for mudrocks have been developed. Field experiments to determine damping ratio and elastic moduli should be performed at frequencies as close as possible to the bandwidth (0-100 Hz) of interest for building design. Estimates of these parameters made from extrapolating laboratory core (MHz) or wireline (kHz) data to lower frequencies can be highly unreliable. Field estimates of damping ratio are very dependent on, and often totally dominated by, the effects of scattering of P and S waves by inhomogeneities in the rock mass structure. This is, particularly, the case when open fractures or cracks are present in near-surface rocks. © 2001 Elsevier Science Ltd. All rights reserved. |
| first_indexed | 2024-03-07T04:08:15Z |
| format | Journal article |
| id | oxford-uuid:c6f26165-2f9b-4c19-9ee2-3a72d02df8e6 |
| institution | University of Oxford |
| language | English |
| last_indexed | 2024-03-07T04:08:15Z |
| publishDate | 2001 |
| record_format | dspace |
| spelling | oxford-uuid:c6f26165-2f9b-4c19-9ee2-3a72d02df8e62022-03-27T06:41:33ZDetermining the damping factor of sedimentary rocks required for seismically designed structuresJournal articlehttp://purl.org/coar/resource_type/c_dcae04bcuuid:c6f26165-2f9b-4c19-9ee2-3a72d02df8e6EnglishSymplectic Elements at Oxford2001Worthington, MKing, MSMarsden, JRRelationships for the shear damping ratio Ds (a function of shear quality factor Qs) and modulus decay curve Gseis/Gmax as a function of shear strain for mudrocks have been developed. Field experiments to determine damping ratio and elastic moduli should be performed at frequencies as close as possible to the bandwidth (0-100 Hz) of interest for building design. Estimates of these parameters made from extrapolating laboratory core (MHz) or wireline (kHz) data to lower frequencies can be highly unreliable. Field estimates of damping ratio are very dependent on, and often totally dominated by, the effects of scattering of P and S waves by inhomogeneities in the rock mass structure. This is, particularly, the case when open fractures or cracks are present in near-surface rocks. © 2001 Elsevier Science Ltd. All rights reserved. |
| spellingShingle | Worthington, M King, MS Marsden, JR Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title | Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title_full | Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title_fullStr | Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title_full_unstemmed | Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title_short | Determining the damping factor of sedimentary rocks required for seismically designed structures |
| title_sort | determining the damping factor of sedimentary rocks required for seismically designed structures |
| work_keys_str_mv | AT worthingtonm determiningthedampingfactorofsedimentaryrocksrequiredforseismicallydesignedstructures AT kingms determiningthedampingfactorofsedimentaryrocksrequiredforseismicallydesignedstructures AT marsdenjr determiningthedampingfactorofsedimentaryrocksrequiredforseismicallydesignedstructures |