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Conference papervan Reeuwijk M, Mathias SA, Simmons CT, et al., 2008,
Improving the worthiness of the Elder problem as a benchmark for buoyancy driven convection models
, Virtual Conference on Climate Change and CO2 Storage, Publisher: Nature Precedings -
Journal articlevan Reeuwijk M, Jonker HJJ, Hanjalic K, 2008,
Wind and boundary layers in Rayleigh-Benard convection. II. Boundary layer character and scaling
, PHYS REV E, Vol: 77 -
Journal articleJonoud S, Jackson MD, 2008,
Validity of Steady-State Upscaling Techniques
, SPE Reservoir Evaluation and Engineering, Vol: April, Pages: 405-416 -
Conference paperZdravkovic L, Kontoe S, 2008,
Some issues in modelling boundary conditions in dynamic geotechnical analysis
, 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), Pages: 2918-2925 -
Journal articleSargeant SL, Stafford PJ, Lawley R, et al., 2008,
Observations from the Folkestone, U.K., earthquake of 28 April 2007
, Seismological Research Letters, Vol: 79, Pages: 672-687 -
Conference paperMálaga-Chuquitaype C, Bommer JJ, Pinho R, et al., 2008,
Selection and scaling of ground-motion records for nonlinear response-history analyses based on equivalent SDOF systems
, 14th World Conference on Earthquake Engineering -
Conference paperAddiego-Guevara EA, Jackson MD, Giddens MA, 2008,
Insurance value of intelligent well technology against reservoir uncertainty
, SPE/DOE Improved Oil Recovery Symposium -
Journal articleStafford PJ, Strasser FO, Bommer JJ, 2008,
An evaluation of the applicability of the NGA models to ground-motion prediction in the Euro-Mediterranean region
, Bulletin of Earthquake Engineering, Vol: 6, Pages: 149-177, ISSN: 1570-761XThe first phase of the Next Generation Attenuation (NGA) project has now finished, resulting in the publication of five new sets of empirical ground-motion models for PGA, PGV and response spectral ordinates. These models mark a significant advancement in the state-of-the-art in empirical ground-motion modelling and include many effects that are not accounted for in existing European equations. Under the assumption that the Euro-Mediterranean database from which the European relationships are derived is unlikely to drastically change in the near future, a prudent question to ask is: can the NGA models be applied in Europe? In order to answer this question, the NGA model of Boore and Atkinson (PEER Report 2007/01, Pacific Earthquake Engineering Research Center, Berkeley, CA, 234 pp., 2007), which is shown to be representative of the NGA models as a suite, is compared with the dataset used for the development of the most recent European empirical ground-motion models for response spectral ordinates and peak ground velocity. The comparisons are made using analyses of model residuals and the likelihood approach of Scherbaum et al. (Bull Seism Soc Am 94(6):2164–2185, 2004). The analyses indicate that for most engineering applications, and particularly for displacement-based approaches to seismic design, the NGA models may confidently be applied within Europe. Furthermore, it is recommended that they be used in conjunction with existing European models to provide constraint on finite-fault effects and non-linear site response within logic-tree frameworks. The findings also point to the potential benefits of merging the NGA and European datasets.
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Conference paperStrasser FO, Stafford PJ, Bommer JJ, et al., 2008,
State-of-the-art of European earthquake loss estimation software
, 14th World Conference on Earthquake Engineering -
Journal articleRushmer T, Jackson MD, 2008,
Impact of melt segregation on tonalite–trondhjemite–granodiorite (TTG) petrogenesis
, Trans. Royal Society of Edinburgh: Earth Science, Vol: 79, Pages: 325-336 -
Journal articleHancock J, Bommer JJ, Stafford PJ, 2008,
Numbers of scaled and matched accelerograms required for inelastic dynamic analyses
, Earthquake Engineering and Structural Dynamics, Vol: 37, Pages: 1585-1607, ISSN: 0098-8847 -
Conference paperKontoe S, Zdravkovic L, Potts DM, 2008,
The importance of revised modulus decay curves on surface foundation settlement predictions in London Clay
, BGA International Conference on Foundations, Pages: 1549-1558 -
Journal articleStafford PJ, Mendis R, Bommer JJ, 2008,
The dependence of damping correction factors for response spectra on duration and numbers of cycles
, Journal of Structural Engineering - ASCE, Vol: 134, Pages: 1364-1373, ISSN: 0733-9445 -
Conference paperBell RE, 2008,
Seismic reflection character of the Hikurangi subduction interface, New Zealand, in the region of repeated Gisborne slow slip events
, AGU Fall Meeting -
Journal articleAttal M, Tucker GE, Whittaker AC, et al., 2008,
Modelling fluvial incision and transient landscape evolution: influence of dynamic channel adjustment
, JOURNAL OF GEOPHYSICAL RESEARCH, Vol: 113 -
Conference paperTaborda D, Zdravkovic L, Kontoe S, et al., 2008,
Comparative study of cyclic nonlinear elastic models in dynamic finite element analysis
, Coimbra, Portugal, XI National Conference on Geotechnics, Pages: 147-154 -
Journal articleCowie PA, Whittaker AC, Attal M, et al., 2008,
New constraints on sediment-flux dependent river incision: Implications for extracting tectonic signals from river profiles.
, Geology, Vol: 36, Pages: 535-538, ISSN: 0091-7613 -
Journal articleGrammatikopoulou A, Zdravkovic L, Potts DM, 2007,
The effect of the yield and plastic potential deviatoric surfaces on the failure height of an embankment
, GEOTECHNIQUE, Vol: 57, Pages: 795-806, ISSN: 0016-8505- Author Web Link
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- Citations: 19
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Journal articleWhittaker AC, Cowie PA, Attal M, et al., 2007,
Contrasting transient and steady-state rivers crossing active normal faults: new field observations from the Central Apennines, Italy
, BASIN RESEARCH, Vol: 19, Pages: 529-556, ISSN: 0950-091X- Author Web Link
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- Citations: 113
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Journal articleDavison T, Collins GS, 2007,
The effect of the oceans on the terrestrial crater size-frequency distribution: Insight from numerical modeling
, METEORITICS & PLANETARY SCIENCE, Vol: 42, Pages: 1915-1927, ISSN: 1086-9379
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