Show/Hide Menu
Hide/Show Apps
Logout
Türkçe
Türkçe
Search
Search
Login
Login
OpenMETU
OpenMETU
About
About
Open Science Policy
Open Science Policy
Open Access Guideline
Open Access Guideline
Postgraduate Thesis Guideline
Postgraduate Thesis Guideline
Communities & Collections
Communities & Collections
Help
Help
Frequently Asked Questions
Frequently Asked Questions
Guides
Guides
Thesis submission
Thesis submission
MS without thesis term project submission
MS without thesis term project submission
Publication submission with DOI
Publication submission with DOI
Publication submission
Publication submission
Supporting Information
Supporting Information
General Information
General Information
Copyright, Embargo and License
Copyright, Embargo and License
Contact us
Contact us
Empirical ground-motion models for point- and extended-source crustal earthquake scenarios in Europe and the Middle East
Download
index.pdf
Date
2014-02-01
Author
Akkar, S.
Sandikkaya, M. A.
Bommer, J. J.
Metadata
Show full item record
This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
.
Item Usage Stats
315
views
0
downloads
Cite This
This article presents the latest generation of ground-motion models for the prediction of elastic response (pseudo-) spectral accelerations, as well as peak ground acceleration and velocity, derived using pan-European databases. The models present a number of novelties with respect to previous generations of models (Ambraseys et al. in Earthq Eng Struct Dyn 25:371-400, 1996, Bull Earthq Eng 3:1-53, 2005; Bommer et al. in Bull Earthq Eng 1:171-203, 2003; Akkar and Bommer in Seismol Res Lett 81:195-206, 2010), namely: inclusion of a nonlinear site amplification function that is a function of V-S30 and reference peak ground acceleration on rock; extension of the magnitude range of applicability of the model down to 4; extension of the distance range of applicability out to 200 km; extension to shorter and longer periods (down to 0.01 s and up to 4 s); and consistent models for both point-source (epicentral, R-epi and hypocentral distance, R-hyp ) and finite-fault (distance to the surface projection of the rupture, R-JB) distance metrics. In addition, data from more than 1.5 times as many earthquakes, compared to previous pan-European models, have been used, leading to regressions based on approximately twice as many records in total. The metadata of these records have been carefully compiled and reappraised in recent European projects. These improvements lead to more robust ground-motion prediction equations than have previously been published for shallow (focal depths less than 30 km) crustal earthquakes in Europe and the Middle East. We conclude with suggestions for the application of the equations to seismic hazard assessments in Europe and the Middle East within a logic-tree framework to capture epistemic uncertainty.
Subject Keywords
Geotechnical Engineering and Engineering Geology
,
Geophysics
,
Civil and Structural Engineering
,
Building and Construction
URI
https://hdl.handle.net/11511/66987
Journal
BULLETIN OF EARTHQUAKE ENGINEERING
DOI
https://doi.org/10.1007/s10518-013-9461-4
Collections
Department of Civil Engineering, Article
Suggestions
OpenMETU
Core
Spatial sensitivity of seismic hazard results to different background seismic activity and temporal earthquake occurrence models
Yilmaz, Nazan; Yücemen, Mehmet Semih (Elsevier BV, 2011-07-01)
Spatial sensitivity of seismic hazard results to different models with respect to background seismic activity and earthquake occurrence in time is investigated. For the contribution of background seismic activity to seismic hazard, background area source with uniform seismicity and spatially smoothed seismicity models are taken into consideration. For the contribution of faults, through characteristic earthquakes, both the memoryless Poisson and the time dependent renewal models are utilized. A case study, ...
Technical Note: Practical Challenges Facing the Selection of Conditional Spectrum-Compatible Accelerograms
Ay, Bekir Özer; Sullivan, Timothy John (Informa UK Limited, 2017-01-01)
There are various possibilities for the selection and scaling of ground motions for advanced seismic assessment of buildings using nonlinear response-history analyses. As part of an on-going project looking at building-specific loss assessment in Italy, this article highlights a number of challenges currently facing the use of conditional spectra for ground motion selection in practice, essentially related to the limited amount of seismic hazard information that is publicly available. To illustrate the poin...
Extending ground-motion prediction equations for spectral accelerations to higher response frequencies
Bommer, Julian J.; Akkar, Dede Sinan; Drouet, Stephane (Springer Science and Business Media LLC, 2012-04-01)
Ground-motion prediction equations (GMPEs) for spectral accelerations have traditionally focused on the range of response periods most closely associated with the dynamic characteristics of buildings. Providing predictions only in this period range (from 0.1 to 2 or 3 s) has also accommodated the assumed limitations on the usable period range resulting from the processing of accelerograms. There are, however, engineering applications for which estimates of spectral ordinates are required at shorter response...
Parametric study on the effect of structural and geotechnical properties on the seismic performance of integral bridges
Erhan, Semih; Dicleli, Murat (Springer Science and Business Media LLC, 2017-10-01)
In this paper practical techniques are introduced for detailed modeling of soil-pile and soil-abutment interaction effects for integral bridges (IBs). Furthermore, a parametric study is conducted to determine appropriate structural configurations and geotechnical properties to enhance the seismic performance of IBs. For this purpose, numerous nonlinear structural models of a two-span IB including dynamic soil-bridge interaction effects are built. Nonlinear time history analyses (NTHA) of the IB models are t...
Reference database for seismic ground-motion in Europe (RESORCE)
AKKAR, SİNAN; SANDIKKAYA, M. A.; SENYURT, M.; SISI, A. Azari; Ay, Bekir Özer; TRAVERSA, P.; DOUGLAS, J.; COTTON, F.; LUZI, L.; HERNANDEZ, B.; GODEY, S. (Springer Science and Business Media LLC, 2014-02-01)
This paper presents the overall procedure followed in order to assemble the most recent pan-European strong-motion databank: Reference Database for Seismic Ground-Motion in Europe (RESORCE). RESORCE is one of the products of the SeIsmic Ground Motion Assessment (SIGMA; projet-sigma.com) project. RESORCE is intended to be a single integrated accelerometric databank for Europe and surrounding areas for use in the development and testing of ground-motion models and for other engineering seismology and earthqua...
Citation Formats
IEEE
ACM
APA
CHICAGO
MLA
BibTeX
S. Akkar, M. A. Sandikkaya, and J. J. Bommer, “Empirical ground-motion models for point- and extended-source crustal earthquake scenarios in Europe and the Middle East,”
BULLETIN OF EARTHQUAKE ENGINEERING
, pp. 359–387, 2014, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/66987.