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A Regional Site‐Response Model for the Groningen Gas Field

2017; Seismological Society of America; Volume: 107; Issue: 5 Linguagem: Inglês

10.1785/0120160123

1943-3573

Adrián Rodríguez-Marek, Pauline P. Kruiver, Piet Meijers, Julian J. Bommer, Bernard Dost, Jan van Elk, Dirk Doornhof,

Seismic Performance and Analysis

Research Article| September 25, 2017 A Regional Site‐Response Model for the Groningen Gas Field Adrian Rodriguez‐Marek; Adrian Rodriguez‐Marek aCharles E. Via, Jr. Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, Virginia 24061, adrianrm@vt.edu Search for other works by this author on: GSW Google Scholar Pauline P. Kruiver; Pauline P. Kruiver bDeltares, P.O. Box 85467, 3508 AL Utrecht, The Netherlands Search for other works by this author on: GSW Google Scholar Piet Meijers; Piet Meijers bDeltares, P.O. Box 85467, 3508 AL Utrecht, The Netherlands Search for other works by this author on: GSW Google Scholar Julian J. Bommer; Julian J. Bommer cCivil & Environmental Engineering Department, Imperial College London, London SW7 2AZ, United Kingdom Search for other works by this author on: GSW Google Scholar Bernard Dost; Bernard Dost dRoyal Netherlands Meteorological Institute (KNMI), Utrechtseweg 297, 3731GA De Bilt, The Netherlands Search for other works by this author on: GSW Google Scholar Jan van Elk; Jan van Elk eNederlandse Aardolie Maatschappij B.V. (NAM), Schepersmaat 2, 9405 TA Assen, The Netherlands Search for other works by this author on: GSW Google Scholar Dirk Doornhof Dirk Doornhof eNederlandse Aardolie Maatschappij B.V. (NAM), Schepersmaat 2, 9405 TA Assen, The Netherlands Search for other works by this author on: GSW Google Scholar Author and Article Information Adrian Rodriguez‐Marek aCharles E. Via, Jr. Department of Civil and Environmental Engineering, Virginia Tech, Blacksburg, Virginia 24061, adrianrm@vt.edu Pauline P. Kruiver bDeltares, P.O. Box 85467, 3508 AL Utrecht, The Netherlands Piet Meijers bDeltares, P.O. Box 85467, 3508 AL Utrecht, The Netherlands Julian J. Bommer cCivil & Environmental Engineering Department, Imperial College London, London SW7 2AZ, United Kingdom Bernard Dost dRoyal Netherlands Meteorological Institute (KNMI), Utrechtseweg 297, 3731GA De Bilt, The Netherlands Jan van Elk eNederlandse Aardolie Maatschappij B.V. (NAM), Schepersmaat 2, 9405 TA Assen, The Netherlands Dirk Doornhof eNederlandse Aardolie Maatschappij B.V. (NAM), Schepersmaat 2, 9405 TA Assen, The Netherlands Publisher: Seismological Society of America First Online: 27 Sep 2017 Online Issn: 1943-3573 Print Issn: 0037-1106 Bulletin of the Seismological Society of America (2017) 107 (5): 2067–2077. https://doi.org/10.1785/0120160123 Article history First Online: 27 Sep 2017 Cite View This Citation Add to Citation Manager Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Get Permissions Search Site Citation Adrian Rodriguez‐Marek, Pauline P. Kruiver, Piet Meijers, Julian J. Bommer, Bernard Dost, Jan van Elk, Dirk Doornhof; A Regional Site‐Response Model for the Groningen Gas Field. Bulletin of the Seismological Society of America 2017;; 107 (5): 2067–2077. doi: https://doi.org/10.1785/0120160123 Download citation file: Ris (Zotero) Refmanager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex toolbar search Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentBy SocietyBulletin of the Seismological Society of America Search Advanced Search Abstract A key element in the assessment of seismic hazard and risk due to induced earthquakes in the Groningen gas field is a model for the prediction of ground motions. Rather than using ground‐motion prediction equations with generic site amplification factors conditioned on proxy parameters such as VS30⁠, a field‐wide zonation of frequency‐dependent nonlinear amplification factors has been developed. Each amplification factor is associated with a measure of site‐to‐site variability that captures the variation of VS profiles and hence amplification factors across each zone, as well as the influence of the uncertainty in the modulus reduction and damping functions for each soil layer. This model can be used in conjunction with the predictions of response spectral accelerations at a reference rock horizon at a depth of about 800 m to calculate fully probabilistic estimates of the hazard in terms of ground shaking at the surface for a large region potentially affected by induced earthquakes. You do not have access to this content, please speak to your institutional administrator if you feel you should have access.