Hazard Feedback using the. current GMPEs for DCPP. Nick Gregor. PG&E DCPP SSHAC Study. SWUS GMC Workshop 2 October 22, 2013
|
|
|
- Russell Hunt
- 5 years ago
- Views:
Transcription
1 1 Hazard Feedback using the current GMPEs for DCPP Nick Gregor PG&E DCPP SSHAC Study SWUS GMC Workshop 2 October 22, 2013
2 PGA Hazard By Source 0.5 Hz 2
3 Deaggregation AEP = 10-4 PGA 0.5 Hz 3
4 4 Base Case Ground Motion Prediction Equations 5 NGA (2008) GMPEs Abrahamson and Silva Boore and Atkinson Campbell and Bozorgnia Chiou and Youngs Idriss Equally weighted with Epistemic Uncertainty Vs30m = 760 m/sec
5 5 Additional GMPEs for Sensitivity Analyses Abrahamson, Silva and Kannai (2013) Boore, Stewart, Seyhan and Atkinson (2013) Campbell and Bozorgnia (2013) Chiou and Youngs (2013) Idriss (2013) Grazier and Kalkan (2013) Zhao et al. (2006) Rock SC I (Vs>600m/sec) Akkar, Sandikkaya, and Bommer (2013) Bindi et al. (2011) Class A (Vs>800m/sec)
6 Mean Hazard Curves - PGA 6 GMPE Sigma Sigma=0.65
7 7 Mean Hazard Curves T=1.0sec GMPE Sigma Sigma=0.65
8 Tornado Ground Motion Ratio 8 AEP = 10-4 Ratio (GM Low /GM Base ) ~ 0.9 Ratio (GM Base /GM Base ) = 1 Ratio (GM High /GM Base ) ~ 1.6 Ratio ~1.6
9 Sensitivity Analyses 9 Sigma Median Base Case with GMPE Sigma Sigma-PhiSS Median Base Case with GMPE Sigma and adjusted Phi Term GMPE Individual GMPEs GMPE Median Individual median GMPEs with fixed sigma=0.65 Strike-slip Individual GMPEs for Strike-slip sources with base case results for reverse sources Strike-slip-Median Individual GMPEs for Strike-slip sources with base case results for reverse sources both with fixed sigma=0.65 Reverse Individual GMPEs for Reverse sources with base case results for strike-slip sources Reverse-Median Individual GMPEs for Reverse sources with base case results for strike-slip sources both with fixed sigma=0.65
10 Tornado Diagram PGA,
11 Tornado Diagram 5Hz,
12 Tornado Diagram 1Hz,
13 Tornado Diagram 0.5Hz,
14 Tornado Diagram PGA,
15 Tornado Diagram 1Hz,
16 References Abrahamson, N.A., and Silva, W, (2008). Summary of the Abrahamson & Silva NGA Ground-Motion Relations, Earthquake Spectra. 24, Abrahamson, N. A., W. J. Silva, and R. Kamai (2014). Update of the AS08 Ground-Motion Prediction Equations Based on the NGA- West2 Data Set, Earthquake Spectra, This issue (in press). Akkar, S., M.A. Sandikkaya, and J.J. Bommer (2013). Empirical ground-motion models for point- and exetneded-source crustal earthquake scenarios in Europe and the Middle East, Bull Earthquake Eng., online publication Bindi, D., F. Pacor, L. Luzi, R. Puglia, M. Massa, G. Ameri and R. Paolucci (2011). Ground motion prediction equations derived from the Italian strong motion database, Bull Earthquake Eng., Vol. 9, pp Boore, D.M. and G.M. Atkinson (2008). Ground-Motion Prediction Equations for the Average Horozontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01s and 10.0s, Earthquake Spectra. 24, Boore, D. M., J. P. Stewart, E. Seyhan, and G. M. Atkinson (2014). NGA-West2 Equations for Predicting Response Spectral Accelerations for Shallow Crustal Earthquakes, Earthquake Spectra, (in press). Campbell, K.W., and Bozorgnia, Y. (2008). NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s, Earthquake Spectra. 24, Campbell, K. W. and Y. Bozorgnia (2014). NGA-West2 Campbell-Bozorgnia Ground Motion Model for the Horizontal Components of PGA, PGV, and 5%-Damped Elastic Pseudo-Acceleration Response Spectra for Periods Ranging from 0.01 to 10 sec, Earthquake Spectra, (in press). Chiou, B.S-J and Youngs, R.R. (2008). An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra, Earthquake Spectra. 24, Chiou, B-S.J. and R. R. Youngs (2014). Update of the Chiou and Youngs NGA Ground Motion Model for Average Horizontal Component of Peak Ground Motion and Response Spectra, Earthquake Spectra, (in press). Grazier, V. and Kalkan, E. (2013). Graizer-Kalkan Ground-motion Prediction Equations for Western United States: 2013 Updates, U.S.G.S. Report Series 2013-XXXX, in press. Idriss, I.M. (2008). An NGA Empirical Model for Estimating the Horizontal Spectral Values Generated By Shallow Crustal Earthquakes, Earthquake Spectra. 24, Idriss, I. M. (2014). NGA-West2 Model for Estimating Average Horizontal Values of Pseudo-Absolute Spectral Accelerations Generated by Crustal Earthquakes, Earthquake Spectra, in press. Zhao, J.X., Zhang, J., Asano, A., Ohno, Y., Oouchi, T., Takahashi, T., Ogawa, H., Irikura, K., Thio, H.K., Somerville, P.G., Fukushima, Y., and Fukushima, Y. (2006). Attenuation Relations of Strong Ground Motion in Japan Using Site Classification Based on Predominate Period, Bull. Seism. Soc. Am., Vol. 96,
Ground Motion Prediction Equation Hazard Sensitivity Results for Palo Verde Nuclear Generating Station Site (PVNGS)
Ground Motion Prediction Equation Hazard Sensitivity Results for Palo Verde Nuclear Generating Station Site (PVNGS) M.Walling SWUS GMC Workshop 3 March 11, 2013 Hazard ground motion prediction equation
GMPEs for Active Crustal Regions: Applicability for Controlling Sources
GMPEs for Active Crustal Regions: Applicability for Controlling Sources Jonathan P. Stewart University of California, Los Angeles March 19, 2013 Oakland Airport Hilton Outline GMPEs considered GMPE parameter
RECORD OF REVISIONS. Page 2 of 17 GEO. DCPP.TR.14.06, Rev. 0
Page 2 of 17 RECORD OF REVISIONS Rev. No. Reason for Revision Revision Date 0 Initial Report - this work is being tracked under Notification SAPN 50638425-1 8/6/2014 Page 3 of 17 TABLE OF CONTENTS Page
Kappa for Candidate GMPEs
SSHAC Level 3 Southwestern U.S. Ground Motion Characterization WS-1, March 21, 2013 Oakland, CA Kappa for Candidate GMPEs Linda Al Atik Resource Expert Overview Kappa controls the highfrequency spectral
Ground-Motion Prediction Equations (GMPEs) from a Global Dataset: The PEER NGA Equations
Ground-Motion Prediction Equations (GMPEs) from a Global Dataset: The PEER NGA Equations David M. Boore U.S. Geological Survey Abstract The PEER NGA ground-motion prediction equations (GMPEs) were derived
Seismic hazard modeling for Bulgaria D. Solakov, S. Simeonova
Seismic hazard modeling for Bulgaria D. Solakov, S. Simeonova Bulgarian seismic network and foreign stations used in epicenter location Sismicity in Bulgaria and surroundings (M 4.) Epicentral map for
Comparisons of ground motions from the M 9 Tohoku earthquake with ground-motion prediction equations for subduction interface earthquakes
Comparisons of ground motions from the M 9 Tohoku earthquake with ground-motion prediction equations for subduction interface earthquakes David M. Boore 8 March 20 Revised: 3 March 20 I used data from
NGA-Subduction: Development of the Largest Ground Motion Database for Subduction Events
NGA-Subduction: Development of the Largest Ground Motion Database for Subduction Events Tadahiro Kishida. Ph.D., and Yousef Bozorgnia, Ph.D., P.E. University of California, Berkeley 1 Probabilistic Seismic
Single-Station Phi Using NGA-West2 Data
SSHAC Level 3 Southwestern U.S. Ground Motion Characterization WS-2, October 24, 23 Berkeley, CA Single-Station Phi Using NGA-West2 Data Linda Al Atik Proponent Expert Outline Background, terminology and
The Ranges of Uncertainty among the Use of NGA-West1 and NGA-West 2 Ground Motion Prediction Equations
The Ranges of Uncertainty among the Use of NGA-West1 and NGA-West 2 Ground otion Prediction Equations T. Ornthammarath Assistant Professor, Department of Civil and Environmental Engineering, Faculty of
Selection of a Global Set of GMPEs for the GEM-PEER Global GMPEs Project
Selection of a Global Set of GMPEs for the GEM-PEER Global GMPEs Project J.P. Stewart University of California, Los Angeles, USA J. Douglas BRGM, Orleans, France C. Di Alessandro, Y. Bozorgnia, and N.A.
Updated NGA-West2 Ground Motion Prediction Equations for Active Tectonic Regions Worldwide
Updated NGA-West2 Ground Motion Prediction Equations for Active Tectonic Regions Worldwide Kenneth W. Campbell 1 and Yousef Bozorgnia 2 1. Corresponding Author. Vice President, EQECAT, Inc., 1130 NW 161st
SELECTION OF GROUND-MOTION PREDICTION EQUATIONS FOR PROBABILISTIC SEISMIC HAZARD ANALYSIS : CASE STUDY OF TAIWAN
5 th IASPEI / IAEE International Symposium Effects of Surface Geology on Seismic Motion SELECTION OF GROUND-MOTION PREDICTION EQUATIONS FOR PROBABILISTIC SEISMIC HAZARD ANALYSIS : CASE STUDY OF TAIWAN
Vertical to Horizontal (V/H) Ratios for Large Megathrust Subduction Zone Earthquakes
Vertical to Horizontal (V/H) Ratios for Large Megathrust Subduction Zone Earthquakes N.J. Gregor Consultant, Oakland, California, USA N.A. Abrahamson University of California, Berkeley, USA K.O. Addo BC
VALIDATION AGAINST NGA EMPIRICAL MODEL OF SIMULATED MOTIONS FOR M7.8 RUPTURE OF SAN ANDREAS FAULT
VALIDATION AGAINST NGA EMPIRICAL MODEL OF SIMULATED MOTIONS FOR M7.8 RUPTURE OF SAN ANDREAS FAULT L.M. Star 1, J. P. Stewart 1, R.W. Graves 2 and K.W. Hudnut 3 1 Department of Civil and Environmental Engineering,
Recent Advances in Development of Ground Motion Prediction Equations
Recent Advances in Development of Ground Motion Prediction Equations Yousef Bozorgnia, Ph.D., P.E. Executive Director, Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley
Eleventh U.S. National Conference on Earthquake Engineering Integrating Science, Engineering & Policy June 25-29, 2018 Los Angeles, California
Eleventh U.S. National Conference on Earthquake Engineering Integrating Science, Engineering & Policy June 25-29, 2018 Los Angeles, California Site-Specific MCE R Response Spectra for Los Angeles Region
Development of Ground Motion Time Histories for Seismic Design
Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Development of Ground Motion Time Histories for Seismic
Next Generation Attenuation (NGA) Projects
Next Generation Attenuation (NGA) Projects Yousef Bozorgnia, Ph.D., P.E. Executive Director, Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley NGA= Next Generation
Non-Ergodic Probabilistic Seismic Hazard Analyses
Non-Ergodic Probabilistic Seismic Hazard Analyses M.A. Walling Lettis Consultants International, INC N.A. Abrahamson University of California, Berkeley SUMMARY A method is developed that relaxes the ergodic
Comparison of NGA-West2 GMPEs
Comparison of NGA-West2 GMPEs Nick Gregor, a) M.EERI, Norman A. Arahamson, ) M.EERI, Gail M. Atkinson, c) M.EERI, David M. Boore, d) Yousef Bozorgnia, e) M.EERI, Kenneth W. Campell, f) M.EERI, Brian S.-J.
Rupture directivity effects during the April 15, 2016 Kumamoto. Mw7.0 earthquake in Japan
Rupture directivity effects during the April 15, 16 Kumamoto Mw7. earthquake in Japan Junju Xie 1, Paolo Zimmaro, Xiaojun Li 1*, Zengping Wen 1 1 Institute of Geophysics, China Earthquake Administration,
Proposed Approach to CENA Site Amplification
Proposed Approach to CENA Site Amplification Gail Atkinson with acknowledgement to many co-authors, especially Ghofrani, Hassani, Assatourians, and Braganza. The model is a team effort reflecting their
Regional differences in subduction ground motions
Regional differences in subduction ground motions Céline Beauval, F. Cotton, N. Abrahamson, N. Theodulidis, E. Delavaud, L. Rodriguez, F. Scherbaum, A. Haendel To cite this version: Céline Beauval, F.
Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using NGA Models and Updated Seismological Parameters
Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using NGA Models and Updated Seismological Parameters by Shahram Pezeshk, 1 Arash Zandieh, 1 and Behrooz Tavakoli 2 1 Department
Damping Scaling of Response Spectra for Shallow CCCCCCCCCrustalstallPaper Crustal Earthquakes in Active Tectonic Title Line Regions 1 e 2
Damping Scaling of Response Spectra for Shallow CCCCCCCCCrustalstallPaper Crustal Earthquakes in Active Tectonic Title Line Regions 1 e 2 S. Rezaeian U.S. Geological Survey, Golden, CO, USA Y. Bozorgnia
A Local Ground-Motion Predictive Model for Turkey, and Its Comparison with Other Regional and Global Ground-Motion Models
Bulletin of the Seismological Society of America, Vol. 1, No. 6, pp. 978 995, December 1, doi: 1.1785/19367 A Local Ground-Motion Predictive Model for Turkey, and Its Comparison with Other Regional and
Ground Motion Prediction Equations: Past, Present, and Future
Ground Motion Prediction Equations: Past, Present, and Future The 2014 William B. Joyner Lecture David M. Boore As presented at the SMIP15 meeting, Davis, California, 22 October 2015 The William B. Joyner
Updating the Chiou and YoungsNGAModel: Regionalization of Anelastic Attenuation
Updating the Chiou and YoungsNGAModel: Regionalization of Anelastic Attenuation B. Chiou California Department of Transportation R.R. Youngs AMEC Environment & Infrastructure SUMMARY: (10 pt) Ground motion
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER. NGA-West2 Ground Motion Prediction Equations for Vertical Ground Motions
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER NGA-West2 Ground Motion Prediction Equations for Vertical Ground Motions PEER 2013/24 SEPTEMBER 2013 Disclaimer The opinions, findings, and conclusions or
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER NGA-West2 Models for Ground-Motion Directionality Shrey K. Shahi Jack W. Baker Department of Civil and Environmental Engineering Stanford University PEER
Updated Graizer-Kalkan GMPEs (GK13) Southwestern U.S. Ground Motion Characterization SSHAC Level 3 Workshop 2 Berkeley, CA October 23, 2013
Updated Graizer-Kalkan GMPEs (GK13) Southwestern U.S. Ground Motion Characterization SSHAC Level 3 Workshop 2 Berkeley, CA October 23, 2013 PGA Model Our model is based on representation of attenuation
Beyond Sa GMRotI : Conversion to Sa Arb, Sa SN, and Sa MaxRot
Bulletin of the Seismological Society of America, Vol. 97, No. 5, pp. 1511 1524, October 2007, doi: 10.1785/0120070007 Beyond Sa GMRotI : Conversion to Sa Arb, Sa SN, and Sa MaxRot by Jennie A. Watson-Lamprey
NGA-West2 Research Project
NGA-West2 Research Project Yousef Bozorgnia, a) M.EERI, Norman A. Abrahamson, b) M.EERI, Linda Al Atik, c) M.EERI, Timothy D. Ancheta, d) M.EERI, Gail M. Atkinson, e) M.EERI, Jack W. Baker, f) M.EERI,
Selection of Ground Motion Records for Two Dam Sites in Oregon
Missouri University of Science and Technology Scholars' Mine International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics 2010 - Fifth International Conference
The effect of bounds on magnitude, source-to-site distance and site condition in PSHA-based ground motion selection
The effect of bounds on magnitude, source-to-site distance and site condition in PSHA-based ground motion selection K. Tarbali & B.A. Bradley Department of Civil and Natural Resources Engineering, University
Introduction to Strong Motion Seismology. Norm Abrahamson Pacific Gas & Electric Company SSA/EERI Tutorial 4/21/06
Introduction to Strong Motion Seismology Norm Abrahamson Pacific Gas & Electric Company SSA/EERI Tutorial 4/21/06 Probabilistic Methods Deterministic Approach Select a small number of individual earthquake
Non-Ergodic Site Response in Seismic Hazard Analysis
Non-Ergodic Site Response in Seismic Hazard Analysis Jonathan P. Stewart, Ph.D., P.E. Professor and Chair Civil & Environmental Engineering Dept. University of California, Los Angeles ESG 5 Taipei, Taiwan
Usability of the Next Generation Attenuation Equations for Seismic Hazard Assessment in Malaysia
Azlan Adnan, Patrick Liq Yee Tiong, Yue Eng Chow/ International Journal of Engineering Vol. 2 Issue 1, Jan-Feb 212, pp.639-644 Usability of the Next Generation Attenuation Equations for Seismic Hazard
S. Barani 1, D. Albarello 2, M. Massa 3, D. Spallarossa 1
on the infulence of ground motion predictive equations on Probabilistic Seismic Hazard analysis, part 2: testing and scoring past and recent attenuation models S. Barani 1, D. Albarello 2, M. Massa 3,
Peak ground accelerations from large (M 7.2) shallow crustal earthquakes: a comparison with predictions from eight recent ground-motion models
Bull Earthquake Eng (2018) 16:1 21 https://doi.org/10.1007/s10518-017-0194-7 ORIGINAL RESEARCH PAPER Peak ground accelerations from large (M 7.2) shallow crustal earthquakes: a comparison with predictions
Seismic Displacement Demands for Performance-Based Design and Rehabilitation of Structures in North America
Seismic Displacement Demands for Performance-Based Design and Rehabilitation of Structures in North America P. Daneshvar& N. Bouaanani Department of Civil, Geological and Mining Engineering École Polytechnique
Development of Earthquake Risk-Targeted Ground Motions for Indonesian Earthquake Resistance Building Code SNI
Development of Earthquake Risk-Targeted Ground Motions for Indonesian Earthquake Resistance Building Code SNI 1726-2012 I WayanSengara Associate Professor, Faculty of Civil and Environment Engineering,
UPDATED GRAIZER-KALKAN GROUND- MOTION PREDICTION EQUATIONS FOR WESTERN UNITED STATES
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 1-5, 014 Anchorage, Alaska UPDATED GRAIZER-KALKAN GROUND- MOTION PREDICTION EQUATIONS FOR WESTERN
Comparison of earthquake source spectra and attenuation in eastern North America and southeastern Australia
Comparison of earthquake source spectra and attenuation in eastern North America and southeastern Australia Trevor Allen 1 and Gail Atkinson 2* 1 Risk Research Group Geoscience Australia GPO Box 378 Canberra,
Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using NGA Models and Updated Seismological Parameters
Bulletin of the Seismological Society of America, Vol. 101, No. 4, pp. 1859 1870, August 2011, doi: 10.1785/0120100144 Hybrid Empirical Ground-Motion Prediction Equations for Eastern North America Using
Assessment of Seismic Design Motions in Areas of Low Seismicity: Comparing Australia and New Zealand
6 th International Conference on Earthquake Geotechnical Engineering 1-4 November 2015 Christchurch, New Zealand Assessment of Seismic Design Motions in Areas of Low Seismicity: Comparing Australia and
TESTING THE USE OF LOCAL SLOPE AS A PROXY OF GMPE S SITE CONDITIONS
TESTING THE USE OF LOCAL SLOPE AS A PROXY OF GMPE S SITE CONDITIONS Boumédiène Derras, Pierre-Yves Bard, Fabrice Cotton, Anne Lemoine To cite this version: Boumédiène Derras, Pierre-Yves Bard, Fabrice
Are Ground-Motion Models Derived from Natural Events Applicable to the Estimation of Expected Motions for Induced Earthquakes?
Are Ground-Motion Models Derived from Natural Events Applicable to the Estimation of Expected Motions for Induced Earthquakes? by Gail M. Atkinson and Karen Assatourians ABSTRACT Natural earthquakes in
DIRECT HAZARD ANALYSIS OF INELASTIC RESPONSE SPECTRA
DIRECT HAZARD ANALYSIS OF INELASTIC RESPONSE SPECTRA ABSTRACT Y. Bozorgnia, M. Hachem, and K.W. Campbell Associate Director, PEER, University of California, Berkeley, California, USA Senior Associate,
Bulletin of the Seismological Society of America
Bulletin of the Seismological Society of America This copy is for distribution only by the authors of the article and their institutions in accordance with the Open Access Policy of the Seismological Society
Global GMPEs. Caribbean Regional Programme Workshop Port of Spain, Trinidad & Tobago, May 2 nd 2011
Caribbean Regional Programme Workshop Port of Spain, Trinidad & Tobago, May 2 nd 2011 Global GMPEs Marco Pagani Executive Committee Hazard Coordinator, GEM Foundation Slides based on C. Di Alessandro presentation
PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East
E Empirical Equations for the Prediction of PGA, PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East Sinan Akkar and Julian J. Bommer Sinan Akkar Middle East Technical
DEVELOPING TIME HISTORIES WITH ACCEPTABLE RECORD PARAMETERS FOR DILLON DAM. Dina Bourliea Hunt, P.E. 1 Justin Beutel, P.E. 2 Christine Weber, P.E.
DEVELOPING TIME HISTORIES WITH ACCEPTABLE RECORD PARAMETERS FOR DILLON DAM Dina Bourliea Hunt, P.E. 1 Justin Beutel, P.E. 2 Christine Weber, P.E. 3 ABSTRACT Dillon Dam project is located in Summit County,
The transition period T L in the recommended spectra of the draft New Zealand Seismic Isolation Guidelines
The transition period T L in the recommended spectra of the draft New Zealand Seismic Isolation Guidelines G.H. McVerry, C. Van Houtte. A. Kaiser, C. Holden, B. Fry & M. Gerstenberger Institute of Geological
GEM-PEER Global GMPEs Project Guidance for Including Near-Fault Effects in Ground Motion Prediction Models
GEM-PEER Global GMPEs Project Guidance for Including Near-Fault Effects in Ground Motion Prediction Models J.W. Baker Stanford University, Stanford, CA, USA Y. Bozorgnia & C. Di Alessandro PEER Center,
Received: 29 January 2013 / Accepted: 9 October 2013 / Published online: 8 November 2013 Springer Science+Business Media Dordrecht 2013
Bull Earthquake Eng (204) 2:57 547 DOI 0.007/s058-03-9537- ORIGINAL RESEARCH PAPER Compatible ground-motion prediction equations for damping scaling factors and vertical-to-horizontal spectral amplitude
GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING
GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING Prepared for the PEER Methodology Testbeds Project by Paul Somerville and Nancy Collins URS Corporation, Pasadena, CA March 7, Site Conditions The
Empirical Ground-Motion Models for Point- and Extended-Source Crustal Earthquake. Scenarios in Europe and the Middle East
Accepted for publication in Bulletin of Earthquake Engineering Empirical Ground-Motion Models for Point- and Extended-Source Crustal Earthquake Scenarios in Europe and the Middle East S. Akkar 1, M.A.
Occurrence of negative epsilon in seismic hazard analysis deaggregation, and its impact on target spectra computation
Occurrence of negative epsilon in seismic hazard analysis deaggregation, and its impact on target spectra computation Lynne S. Burks 1 and Jack W. Baker Department of Civil and Environmental Engineering,
Simulation-based Seismic Hazard Analysis Using CyberShake
Simulation-based Seismic Hazard Analysis Using CyberShake SCEC CyberShake Collaboration: Robert Graves, Scott Callaghan, Feng Wang, Thomas H. Jordan, Philip Maechling, Kim Olsen, Kevin Milner, En-Jui Lee,
Geo-Marine Letters Volume 36, 2016, electronic supplementary material
1 Geo-Marine Letters Volume 36, 016, electronic supplementary material Submarine landslides offshore Vancouver Island along the northern Cascadia margin, British Columbia: why preconditioning is likely
Strong Ground Motion Attenuation Relations for Chilean Subduction Zone Interface Earthquakes
Strong Ground Motion Attenuation Relations for Chilean Subduction Zone Interface Earthquakes V. Contreras & R. Boroschek Department of Civil Engineering, University of Chile, Chile SUMMARY: Attenuation
Insights on stress- drop magnitude- dependency and variability from the analysis of accelerometric data.
Insights on stress- drop magnitude- dependency and variability from the analysis of accelerometric data. Fabrice Co+on - GFZ German Research Centre for Geosciences, Potsdam Boumediene Derras - ISTerre,
Linda Al A)k Sigma WG. Jack Baker, Ken Campbell, Brian Chiou, Ellen Rathje, Adrian Rodriguez- Marek, Melanie Walling. Outline
/5/4 SSHAC Level 3 NGA- East Project WS- 2C/3A, October 29-3, 24 Berkeley, CA Preliminary Tau,, and Models for CENA Linda Al A)k Sigma WG Jack Baker, Ken Campbell, Brian Chiou, Ellen Rathje, Adrian Rodriguez-
Review of The Canterbury Earthquake Sequence and Implications. for Seismic Design Levels dated July 2011
SEI.ABR.0001.1 Review of The Canterbury Earthquake Sequence and Implications for Seismic Design Levels dated July 2011 Prepared by Norman Abrahamson* 152 Dracena Ave, Piedmont CA 94611 October 9, 2011
Ground motion directionality in the Canterbury earthquakes
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS Earthquake Engng Struct. Dyn. (204) Published online in Wiley Online Library (wileyonlinelibrary.com)..2474 Ground motion directionality in the 200 20 Canterbury
Seismic Hazard Epistemic Uncertainty in the San Francisco Bay Area and its Role in Performance-Based Assessment
Seismic Hazard Epistemic Uncertainty in the San Francisco Bay Area and its Role in Performance-Based Assessment Brendon A Bradley a) This paper investigates epistemic uncertainty in the results of seismic
Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground Motion Prediction Models
Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground Motion Prediction Models Ting Lin, Stephen C. Harmsen, Jack W. Baker, and Nicolas Luco To appear in Bull. Seismol.
A SPECTRAL ATTENUATION MODEL FOR JAPAN USING DIGITAL STRONG MOTION RECORDS OF JMA87 TYPE
A SPECTRAL ATTENUATION MODEL FOR JAPAN USING DIGITAL STRONG MOTION RECORDS OF JMA87 TYPE Shuji KOBAYASHI 1, Tetsuichi TAKAHASHI 2, Shin'ichi MATSUZAKI 3, Masafumi MORI 4, Yoshimitsu FUKUSHIMA 5, John X
NGA-West 2 Equations for Predicting PGA, PGV, and 5%-Damped PSA for Shallow Crustal Earthquakes
NGA-West 2 Equations for Predicting PGA, PGV, and 5%-Damped PSA for Shallow Crustal Earthquakes David M. Boore, a) Jonathan P. Stewart, b) M.EERI, Emel Seyhan, b) M.EERI, and Gail M. Atkinson, (c) M.EERI
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER NGA-West2 Campbell-Bozorgnia Ground Motion Model for the Horizontal Components of PGA, PGV, and 5%-Damped Elastic Pseudo-Acceleration Response Spectra for
Assessment of Point-Source Stochastic Simulations Using Recently Derived Ground-Motion Prediction Equations
Bulletin of the Seismological Society of America, Vol. 99, No. 6, pp. 3172 3191, December 2009, doi: 10.1785/0120080353 Assessment of Point-Source Stochastic Simulations Using Recently Derived Ground-Motion
Development of Probabilistic Seismic Hazard Analysis for International Sites, Challenges and Guidelines
Development of Probabilistic Seismic Hazard Analysis for International Sites, Challenges and Guidelines ABSTRACT Dr. Antonio Fernandez Ares Paul C. Rizzo Associates, Inc. 500 Penn Center Boulevard, Suite
Blank line 11 pt. Bla
GEM - PEER Global Ground Motion Prediction Equations Project: An Overview C. Di Alessandro, Y. Bozorgnia, and N. A. Abrahamson Pacific Earthquake Engineering Research Center (PEER), University of California,
Maximum Direction to Geometric Mean Spectral Response Ratios using the Relevance Vector Machine
Maximum Direction to Geometric Mean Spectral Response Ratios using the Relevance Vector Machine Y. Dak Hazirbaba, J. Tezcan, Q. Cheng Southern Illinois University Carbondale, IL, USA SUMMARY: The 2009
Deterministic Generation of Broadband Ground Motions! with Simulations of Dynamic Ruptures on Rough Faults! for Physics-Based Seismic Hazard Analysis
Deterministic Generation of Broadband Ground Motions! with Simulations of Dynamic Ruptures on Rough Faults! for Physics-Based Seismic Hazard Analysis Zheqiang Shi and Steven M. Day! Department of Geological
NGA-West2 Equations for Predicting Vertical-Component PGA, PGV, and 5%-Damped PSA from Shallow Crustal Earthquakes
NGA-West2 Equations for Predicting Vertical-Component PGA, PGV, and 5%-Damped PSA from Shallow Crustal Earthquakes Jonathan P. Stewart, a) M.EERI, David M. Boore, b) Emel Seyhan, c) M.EERI, and Gail M.
Effects of Surface Geology on Seismic Motion
4 th IASPEI / IAEE International Symposium: Effects of Surface Geology on Seismic Motion August 23 26, 2011 University of California Santa Barbara SCALING OF SHORT-PERIOD SPECTRAL LEVEL OF ACCELERATION
Empirical Correlations between Cumulative Absolute Velocity and Amplitude-Based Ground Motion Intensity Measures
Empirical Correlations between Cumulative Absolute Velocity and Amplitude-Based Ground Motion Intensity Measures Brendon A Bradley a) b) Empirical correlation equations are developed between cumulative
by Shahram Pezeshk, Arash Zandieh, Kenneth W. Campbell, and Behrooz Tavakoli Introduction
Bulletin of the Seismological Society of America, Vol. 108, No. 4, pp. 2278 2304, August 2018, doi: 10.1785/0120170179 Ground-Motion Prediction Equations for Central and Eastern North America Using the
On the Performance of Onsite Earthquake Early Warning System using. Strong-motion Records from Recent Earthquakes
Accepted by ASCE Natural Hazards Review, July 8 On the Performance of Onsite Earthquake Early Warning System using Strong-motion Records from Recent Earthquakes Duruo Huang, Gang Wang*, M.ASCE, Feng Jin
Near-Source Ground Motion along Strike-Slip Faults: Insights into Magnitude Saturation of PGV and PGA
Bulletin of the Seismological Society of America, Vol. 98, No. 5, pp. 2278 229, October 28, doi: 1.1785/12729 Near-Source Ground Motion along Strike-Slip Faults: Insights into Magnitude Saturation of PGV
Comment on Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? by Julian J. Bommer and Norman A.
Comment on Why Do Modern Probabilistic Seismic-Hazard Analyses Often Lead to Increased Hazard Estimates? by Julian J. Bommer and Norman A. Abrahamson Zhenming Wang Kentucky Geological Survey 8 Mining and
Ground Motion Prediction Equations for Application to the 2015 Canadian National Seismic Hazard Maps
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Ground Motion Prediction Equations for Application to the 2015 Canadian National Seismic Hazard Maps Can. J. Civ. Eng.
AN AUXILIARY TOOL TO BUILD GROUND-MOTION LOGIC-TREE FRAMEWORK FOR PROBABILISTIC SEISMIC HAZARD ASSESSMENT
AN AUXILIARY TOOL TO BUILD GROUND-MOTION LOGIC-TREE FRAMEWORK FOR PROBABILISTIC SEISMIC HAZARD ASSESSMENT Ö. Kale 1 and S. Akkar 2 1 Ph. D., Kandilli Observatory and Earthquake Research Institute, Boğaziçi
An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra
An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra Brian S.-J. Chiou a) and Robert R. Youngs, b) M.EERI We present a model for estimating horizontal ground motion
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER
PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER Semi-Empirical Nonlinear Site Amplification and its Application in NEHRP Site Factors Jonathan P. Stewart Emel Seyhan Department of Civil and Environmental
Representative ground-motion ensembles for several major earthquake scenarios in New Zealand
Representative ground-motion ensembles for several major earthquake scenarios in New Zealand K. Tarbali & B.A. Bradley Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch.
Empirical correlation of PGA, spectral accelerations and spectrum intensities from active shallow crustal earthquakes
EARTHQUAKE ENGINEERING AND STRUCTURAL DYNAMICS Earthquake Engng Struct. Dyn. (2) Published online in Wiley Online Library (wileyonlinelibrary.com).. Empirical correlation of PGA, spectral accelerations
A note on ground motion recorded during Mw 6.1 Mae Lao (Northern Thailand) earthquake on 5 May 2014
Proceedings of the Tenth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific 6-8 November 2015, Sydney, Australia A note on ground motion recorded during Mw 6.1 Mae Lao
GROUNDWORK FOR USING PRECARIOUSLY BALANCED ROCKS TO CONSTRAIN SEISMIC HAZARD MODELS IN NEW ZEALAND
GROUNDWORK FOR USING PRECARIOUSLY BALANCED ROCKS TO CONSTRAIN SEISMIC HAZARD MODELS IN NEW ZEALAND M.W. Stirling 1 A. Zondervan 1 M.D. Purvance 2 R. Anooshehepoor 2 and R.J. Norris 3 1 GNS Science, P.O.
Modular Filter-based Approach to Ground Motion Attenuation Modeling
Modular Filter-based Approach to Ground Motion Attenuation Modeling Vladimir Graizer and Erol Kalkan Vladimir Graizer 1 and Erol Kalkan INTRODUCTION Previous-generation ground-motion attenuation relations
Ground Motions in the Fukushima Hamadori, Japan, Normal Faulting Earthquake
Ground Motions in the Fukushima Hamadori, Japan, Normal Faulting Earthquake John G. Anderson, Hiroshi Kawase, Glenn Biasi, James N. Brune, Shin Aoi February 14, 2013 Abstract A crustal normal-faulting
Technical Report for the PEER Ground Motion Database Web Application
With special thanks to: Technical Report for the PEER Ground Motion Database Web Application Beta Version October 1, 2010 Technical Report i TABLE OF CONTENTS Page 1.0 INTRODUCTION...1 1.1 OBJECTIVE, SPONSORSHIP,
pygmm Documentation Release Albert Kottke
pygmm Documentation Release 0.3.0 Albert Kottke March 16, 2016 Contents 1 pygmm 3 1.1 Features.................................................. 3 1.2 Credits..................................................
7 Ground Motion Models
7 Ground Motion Models 7.1 Introduction Ground motion equations are often called attenution relations but they describe much more than just the attenutation of the ground motion; they describe the probability
SCEC Broadband Platform (BBP) Simulation Methods Validation for NGA-East
SCEC Broadband Platform (BBP) Simulation Methods Validation for NGA-East BBP Validation Team: N. Abrahamson, P. Somerville, F. Silva, P. Maechling, R. Archuleta, J. Anderson, K. Assatourians, G. Atkinson,
Modifications to Existing Ground-Motion Prediction Equations in Light of New Data
Bulletin of the Seismological Society of America, Vol. 101, No. 3, pp. 1121 1135, June 2011, doi: 10.1785/0120100270 Modifications to Existing Ground-Motion Prediction Equations in Light of New Data by
DEVELOPMENT OF DESIGN RESPONSE SPECTRAL SHAPES FOR CENTRAL AND EASTERN U.S. (CEUS) AND WESTERN U.S. (WUS) ROCK SITE CONDITIONS*
DEVELOPMENT OF DESIGN RESPONSE SPECTRAL SHAPES FOR CENTRAL AND EASTERN U.S. (CEUS) AND WESTERN U.S. (WUS) ROCK SITE CONDITIONS* 1 INTRODUCTION W. J. Silva, R.R. Youngs, and I.M. Idriss In developing response