Global GMPEs. Caribbean Regional Programme Workshop Port of Spain, Trinidad & Tobago, May 2 nd 2011

Size: px
Start display at page:

Download "Global GMPEs. Caribbean Regional Programme Workshop Port of Spain, Trinidad & Tobago, May 2 nd 2011"

Transcription

1 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 - GEM Review Meeting December 2010

2 PROJECT MANAGEMENT Principal investigators / Leading Institutions Yousef Bozgornia (PEER, Berkley) There is a project coordination committee consisting of four international experts (Abrahamson, Akkar, Bozorgnia, Erdik), who coordinate the tasks, and communicate with GEM s Executive Committee and the Regional Programs. and a large group of international experts In total there are 26 international experts participating in the project (from South Africa, Russia, China, Latin America etc). Combined, they have extensive GMPE expertise in various parts of the world. Project duration 24 months

3 PROJECT OUTCOMES Main Products/Goal The main goal of the project is to select a suite of GMPEs that can be used at both the global and regional level for hazard and risk assessment, by using a collaborative approach.

4 TASKS " Task 1: Definition of a consistent strategy of modelling ground motion. a. consistency in model parameters b. consistency in site parameters " Task 2: Compilation and critical review of GMPEs " Task 3: Selection or derivation of a Global Set of GMPEs. " Task 4: Inclusion of near-fault effects " Task 5: Database of Recorded Waveform " Task 6: Specifications for compilation of a global database of Soil Classification.

5 PROJECT COORDINATION COMMITTEE Abrahamson - Akkar Bozorgnia - Erdik TASK 1: Define a Consistent Strategy to Model Ground Motion TASK 1a Akkar (Chair) Campbell Cotton / Douglas Silva TASK 1b Stewart (Chair) Boore Campbell Erdik Silva TASK 2: Compile and Critically Review GMPEs Cotton and Douglas (Co-Chairs) Abrahamson Akkar Boore Di Alessandro TASK 3: Select or Derive a Global Set of GMPEs WG Campbell (Chair) Abrahamson Bommer Boore Bozorgnia Di Alessandro Erdik Scherbaum Extended WG Akkar Arefiev Cheng Chiou - Cotton / Douglas Fajfar - McVerry Midorikawa - Midzi Molas - Saragoni Shoja - Silva Somerville Stewart - Wang

6 CONSORTIUM and ORGANIZATION CHART PROJECT COORDINATION COMMITTEE Abrahamson - Akkar Bozorgnia - Erdik TASK 4: Include Near-Fault Effects Baker (Chair) Chiou Erdik Somerville Silva TASK 5: Build a Database of Recorded Waveforms Akkar (Chair) Arefiev Boroshek Di Alessandro McVerry Midorikawa TASK 6: Design the Specifications to Compile a Global Database of Soil Classification Stewart (Chair) Boore Campbell Erdik Silva

7 IMPORTANT INFORMATION The contract was signed on November 16 th, 2010 (kick-off meeting to be organized soon!) Changes in the Coordination Committee: " J. Bommer has been substituted by S. Akkar: The latter is now also Chair of Task 1.a (consistency in model parameters) Changes in the Working Groups: " J. Bommer has been substituted by Cotton & Douglas: who are currently Chairs of Task 2 (compile and critically review GMPEs) Addition in the Working Groups: " G. McVerry will work on the GMPEs for Volcanic Areas as an additional sub-task within Task 2 (compile and critically review GMPEs)

8 TASK 1 STRATEGY FOR GROUND MOTION MODELLING Task 1a: Consistency in Model Parameters. Magnitude Style of faulting classification Use of ground motion in terms of geometric mean vs maximum component Approach; e.g., empirically-based models versus simulation-based Task 1b: Consistency in site parameters Define a consistent set of site parameters to be used Recommend simplification of GMPEs for regions with less data On going activities Duration: 8 months. Completion: 8 months after project s start Learn from successful past experience (NGA-West) Interact with other regional or international projects to ensure consistency.

9 TASK 2 Compile and review large set of GMPEs for Shallow crustal earthquakes in active tectonic regions Stable continental regions Subduction regions (subduction zone interface vs. intraslab) Volcanic earthquakes Duration: 8m. Completion: 8m after project s start On going activities Douglas REPORT on existing GMPEs ( incl.) Harmonization of approaches towards GMPEs SELECTION or EXCLUSION (SHARE, PEGASUS, NGA-EAST, BC-HYDRO) Validation of GMPEs developed for limited area (for instance Vrancea Romania) Checking NGA Models against regional data in high seismicity areas other regional or international projects to ensure consistency.

10 TASK 3 Task 3: Selection or derivation of a Global Set of GMPEs For each tectonic region, a set of GMPEs will be selected to be - Applicable to a wide range of magnitude, distance etc - Compatible with the regional data Duration: 18m. Completion: 24 m after project s start Selected GMPEs (coefficients, parameters definitions and coded equations) will be organized in various files (which format?) On going activities GUIDELINES to compute RESIDUALS (procedural consensus and software development) Review GMPEs EVALUATIONS literature and schemes TEST PERFORMANCE against REGIONAL DATASET

11 TASK 5 Task 5: Database of Waveforms Data already collected by PEER for shallow crustal earthquakes in active tectonic regions (NGA-West) and for stable continental regions (NGA-East): is available online (through PEER website) Newly collected data from other regions Magnitude Duration: 18 months. Completion: 24 months after project s start On going activities 5 Previous Data New Data Distance (km) " COLLECTION of PEER DATABASE " COMMUNICATION (and future exchange) with SHARE project (EUROPE) " ESTABLISHING CONTACTS with OTHER REGIONS such as Africa, Russia and Australia " Seeking for synergy with REGIONAL PROGRAMMES within GEM

12 TASKS 4 AND 6 Task 4: Inclusion of near-fault effects A working group will provide recommendations regarding correction of GMPEs for near-fault effects, including directivity and directionality Latitude Landers, CA, EQ Lucerne Valley 136 cm/sec Rupture propagation Forward directivity region Epicenter 34 Joshua Tree 43 cm/sec Task 6: Specifications to Compile Soil Database Backward directivity region Longitude " A working group of experts will write specifications for collection of the soil data " No soil data will be collected under this task WILL START IN THE NEXT MONTHS, RESPECTIVELY

13 RELEVANT ISSUES Cooperation with other projects Cooperation with other Consortia and Regional Programmes on GMPE standards and use remains a key element

Global Earthquake Model. KICK-OFF MEETING PEER UC Berkeley 16 th February Global Components - Hazard Ground Motion Prediction Equations (GMPEs)

Global Earthquake Model. KICK-OFF MEETING PEER UC Berkeley 16 th February Global Components - Hazard Ground Motion Prediction Equations (GMPEs) Global Earthquake Model Global Components - Hazard Ground Motion Prediction Equations (GMPEs) KICK-OFF MEETING PEER UC Berkeley 16 th February 2011 Carola Di Alessandro and Yousef Bozorgnia GMPEs Consortium

More information

Recent Advances in Development of Ground Motion Prediction Equations

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

More information

Next Generation Attenuation (NGA) Projects

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

More information

NGA-Subduction: Development of the Largest Ground Motion Database for Subduction Events

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

More information

Blank line 11 pt. Bla

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,

More information

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 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.

More information

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 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,

More information

GMPE Implementation in OpenQuake (and GEM s Development Tools) Graeme Weatherill

GMPE Implementation in OpenQuake (and GEM s Development Tools) Graeme Weatherill GMPE Implementation in OpenQuake (and GEM s Development Tools) Graeme Weatherill GMPEs in OpenQuake 1. Overview of OpenQuake Development 2. GMPE Testing and Quality Assurance 3. Source and Site Characterisation

More information

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER GEM-PEER Task 3 Project: Selection of a Global Set of Ground Motion Prediction Equations Jonathan P. Stewart University of California, Los Angeles John Douglas

More information

Vertical to Horizontal (V/H) Ratios for Large Megathrust Subduction Zone Earthquakes

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

More information

Ground Motion Prediction Equations: Past, Present, and Future

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

More information

Hazard Feedback using the. current GMPEs for DCPP. Nick Gregor. PG&E DCPP SSHAC Study. SWUS GMC Workshop 2 October 22, 2013

Hazard Feedback using the. current GMPEs for DCPP. Nick Gregor. PG&E DCPP SSHAC Study. SWUS GMC Workshop 2 October 22, 2013 1 Hazard Feedback using the current GMPEs for DCPP Nick Gregor PG&E DCPP SSHAC Study SWUS GMC Workshop 2 October 22, 2013 PGA Hazard By Source 0.5 Hz 2 Deaggregation AEP = 10-4 PGA 0.5 Hz 3 4 Base Case

More information

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) 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

More information

Global Instrumental Seismicity Catalogue

Global Instrumental Seismicity Catalogue Caribbean Regional Programme Workshop Port of Spain, Trinidad & Tobago, May 2 nd 2011 Global Instrumental Seismicity Catalogue Marco Pagani Executive Committee Hazard Coordinator, GEM Foundation Slides

More information

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 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

More information

Updated NGA-West2 Ground Motion Prediction Equations for Active Tectonic Regions Worldwide

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

More information

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 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

More information

DIRECT HAZARD ANALYSIS OF INELASTIC RESPONSE SPECTRA

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,

More information

GMPEs for Active Crustal Regions: Applicability for Controlling Sources

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

More information

Seismic hazard modeling for Bulgaria D. Solakov, S. Simeonova

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

More information

Updating the Chiou and YoungsNGAModel: Regionalization of Anelastic Attenuation

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

More information

Estimation of Strong Ground Motion: Aleatory Variability and Epistemic Uncertainty

Estimation of Strong Ground Motion: Aleatory Variability and Epistemic Uncertainty Estimation of Strong Ground Motion: Aleatory Variability and Epistemic Uncertainty 5th National Conference on Earthquake Engineering 1st National Conference on Earthquake Engineering and Seismology Bucharest,

More information

Representative ground-motion ensembles for several major earthquake scenarios in New Zealand

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.

More information

7 Ground Motion Models

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

More information

Rupture directivity effects during the April 15, 2016 Kumamoto. Mw7.0 earthquake in Japan

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,

More information

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 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

More information

Modifications to Existing Ground-Motion Prediction Equations in Light of New Data

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

More information

Modifications to Risk-Targeted Seismic Design Maps for Subduction and Near-Fault Hazards

Modifications to Risk-Targeted Seismic Design Maps for Subduction and Near-Fault Hazards Modifications to Risk-Targeted Seismic Design Maps for Subduction and Near-Fault Hazards Abbie B. Liel Assistant Prof., Dept. of Civil, Environ. and Arch. Eng., University of Colorado, Boulder, CO, USA

More information

GEM Faulted Earth. A Global Active Fault and Fault Source Database

GEM Faulted Earth. A Global Active Fault and Fault Source Database GEM Faulted Earth A Global Active Fault and Fault Source Database Marco Pagani on behalf of GEM Faulted Earth Kelvin Berryman, Carlos Costa, Kerry Sieh Nicola Litchfield, Annemarie Christophersen THIS

More information

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 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

More information

Simulation-based Seismic Hazard Analysis Using CyberShake

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,

More information

Ground Motion Prediction Equations for Application to the 2015 Canadian National Seismic Hazard Maps

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.

More information

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 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

More information

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 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

More information

Regional differences in subduction ground motions

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.

More information

GEM's community tools for probabilistic seismic hazard modelling and calculation

GEM's community tools for probabilistic seismic hazard modelling and calculation GEM's community tools for probabilistic seismic hazard modelling and calculation Marco Pagani, GEM Secretariat, Pavia, IT Damiano Monelli, GEM Model Facility, SED-ETH, Zürich, CH Graeme Weatherill, GEM

More information

RECORD OF REVISIONS. Page 2 of 17 GEO. DCPP.TR.14.06, Rev. 0

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

More information

Kappa for Candidate GMPEs

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

More information

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 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,

More information

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 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

More information

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 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

More information

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER

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

More information

UPDATED PROBABILISTIC SEISMIC HAZARD MAPS FOR TURKEY

UPDATED PROBABILISTIC SEISMIC HAZARD MAPS FOR TURKEY UPDATED PROBABILISTIC SEISMIC HAZARD MAPS FOR TURKEY S. Akkar, T. Azak, T. Çan, U. Çeken, M.B. Demircioğlu, T.Y. Duman, M. Erdik, S. Ergintav, F.T. Kadirioğlu, D. Kalafat, Ö. Kale, R.F. Kartal, K. Kekovalı,

More information

Non-Ergodic Site Response in Seismic Hazard Analysis

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

More information

by Shahram Pezeshk, Arash Zandieh, Kenneth W. Campbell, and Behrooz Tavakoli Introduction

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

More information

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 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

More information

Selection of Ground Motion Records for Two Dam Sites in Oregon

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

More information

Relevance Vector Machines for Earthquake Response Spectra

Relevance Vector Machines for Earthquake Response Spectra 2012 2011 American American Transactions Transactions on on Engineering Engineering & Applied Applied Sciences Sciences. American Transactions on Engineering & Applied Sciences http://tuengr.com/ateas

More information

Toward a Ground-Motion Logic Tree for Probabilistic Seismic Hazard Assessment in Europe

Toward a Ground-Motion Logic Tree for Probabilistic Seismic Hazard Assessment in Europe Toward a Ground-Motion Logic Tree for Probabilistic Seismic Hazard Assessment in Europe Elise Delavaud, Fabrice Cotton, Sinan Akkar, Frank Scherbaum, Laurentiu Danciu, Céline Beauval, Stéphane Drouet,

More information

Adrian Rodriguez Marek Virginia Tech

Adrian Rodriguez Marek Virginia Tech A Single Station Station Sigma Model Adrian Rodriguez Marek Virginia Tech with contributions from Fabrice Cotton, Norm Abrahamson, Sinan Akkar, Linda Al Atik, John Anderson, Fabian Bonilla, Julian Bommer,

More information

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? 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

More information

Development of Ground Motion Time Histories for Seismic Design

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

More information

Beyond Sa GMRotI : Conversion to Sa Arb, Sa SN, and Sa MaxRot

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

More information

Ground motion selection for performance-based engineering, and the Conditional Mean Spectrum as a selection tool

Ground motion selection for performance-based engineering, and the Conditional Mean Spectrum as a selection tool Proceedings of the Tenth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific 6-8 November 2015, Sydney, Australia Ground motion selection for performance-based engineering,

More information

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 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

More information

GMPE Development: Duration Model Development

GMPE Development: Duration Model Development GMPE Development: Model Development Nicolas Kuehn, Sanjay Singh Bora, Frank Scherbaum, Peter Stafford 3 PEER, University of Potsdam, 3 Imperial College London 4 July 04 NGA East Workshop Motivation The

More information

A Test of the Applicability of NGA Models to the Strong Ground-Motion Data in the Iranian Plateau

A Test of the Applicability of NGA Models to the Strong Ground-Motion Data in the Iranian Plateau Journal of Earthquake Engineering, 14:278 292, 2010 Copyright Ó A.S. Elnashai & N.N. Ambraseys ISSN: 1363-2469 print / 1559-808X online DOI: 10.1080/13632460903086051 A Test of the Applicability of NGA

More information

PEER PSHA Code Verification Project. Christie Hale Norm Abrahamson Yousef Bozorgnia

PEER PSHA Code Verification Project. Christie Hale Norm Abrahamson Yousef Bozorgnia PEER PSHA Code Verification Project Christie Hale Norm Abrahamson Yousef Bozorgnia Agenda Introduction and Approach Details on Three Tests Which codes completed which tests? Probabilistic Seismic Hazard

More information

Usability of the Next Generation Attenuation Equations for Seismic Hazard Assessment in Malaysia

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

More information

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 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

More information

The Role of Physics-Based Ground Motion Models in Non-Ergodic Site-Specific PSHA Studies

The Role of Physics-Based Ground Motion Models in Non-Ergodic Site-Specific PSHA Studies The Role of Physics-Based Ground Motion Models in Non-Ergodic Site-Specific PSHA Studies Luis A. Dalguer and Philippe Renault Hazard and Structural Analysis Swissnuclear, Switzerland Disclaimer: This presentation

More information

Modelling Strong Ground Motions for Subduction Events in the Wellington Region, New Zealand

Modelling Strong Ground Motions for Subduction Events in the Wellington Region, New Zealand Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Modelling Strong Ground Motions for Subduction Events

More information

PGV, and Spectral Accelerations in Europe, the Mediterranean Region, and the Middle East

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

More information

Strong Ground Motion Attenuation Relations for Chilean Subduction Zone Interface Earthquakes

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

More information

GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING

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

More information

Non-Ergodic Probabilistic Seismic Hazard Analyses

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

More information

Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models

Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion Prediction Models Bulletin of the Seismological Society of America, Vol. 13, No. 2A, pp. 113 1116, April 213, doi: 1.1785/1211293 Conditional Spectrum Computation Incorporating Multiple Causal Earthquakes and Ground-Motion

More information

Scenario Earthquake Shaking Maps in Japan

Scenario Earthquake Shaking Maps in Japan Scenario Earthquake Shaking Maps in Japan Nobuyuki Morikawa National Research Institute for Earth Science and Disaster Prevention (NIED), JAPAN Example of SESMs The Kego fault zone (south-east part) The

More information

Comparisons of Ground Motions from the 1999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California

Comparisons of Ground Motions from the 1999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California Bulletin of the Seismological Society of America, 9, 5, pp. 7, October 00 Comparisons of Ground Motions from the 999 Chi-Chi Earthquake with Empirical Predictions Largely Based on Data from California

More information

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 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

More information

Ground motion directionality in the Canterbury earthquakes

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

More information

NGA-West2 Research Project

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,

More information

Time-varying and long-term mean aftershock hazard in Wellington

Time-varying and long-term mean aftershock hazard in Wellington Time-varying and long-term mean aftershock hazard in Wellington A. Christophersen, D.A. Rhoades, R.J. Van Dissen, C. Müller, M.W. Stirling, G.H. McVerry & M.C. Gerstenberger GNS Science, Lower Hutt, New

More information

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 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

More information

Arthur Frankel, William Stephenson, David Carver, Jack Odum, Robert Williams, and Susan Rhea U.S. Geological Survey

Arthur Frankel, William Stephenson, David Carver, Jack Odum, Robert Williams, and Susan Rhea U.S. Geological Survey Probabilistic Seismic Hazard Maps for Seattle: 3D Sedimentary Basin Effects, Nonlinear Site Response, and Uncertainties from Random Velocity Variations Arthur Frankel, William Stephenson, David Carver,

More information

Seismic Hazard Assessment Study for the Eastern Caribbean Islands

Seismic Hazard Assessment Study for the Eastern Caribbean Islands Seismic Hazard Assessment Study for the Eastern Caribbean Islands Port of Spain, Trinidad May 2nd 2011 Walter Salazar Richard Robertson Lloyd Lynch Joan Latchman Elisa Zuccolo Francesca Bozzoni Mirko Corigliano

More information

CAMPBELL-BOZORGNIA NEXT GENERATION ATTENUATION (NGA) RELATIONS FOR PGA, PGV AND SPECTRAL ACCELERATION: A PROGRESS REPORT

CAMPBELL-BOZORGNIA NEXT GENERATION ATTENUATION (NGA) RELATIONS FOR PGA, PGV AND SPECTRAL ACCELERATION: A PROGRESS REPORT Proceedings of the 8 th U.S. National Conference on Earthquake Engineering April 18-22, 2006, San Francisco, California, USA Paper No. 906 CAMPBELL-BOZORGNIA NEXT GENERATION ATTENUATION (NGA) RELATIONS

More information

BC HYDRO SSHAC LEVEL 3 PSHA STUDY METHODOLOGY

BC HYDRO SSHAC LEVEL 3 PSHA STUDY METHODOLOGY BC HYDRO SSHAC LEVEL 3 PSHA STUDY METHODOLOGY M. W. McCann, Jr. 1, K. Addo 2 and M. Lawrence 3 ABSTRACT BC Hydro recently completed a comprehensive Probabilistic Seismic Hazard Analysis (PSHA) to evaluate

More information

Susitna-Watana Hydroelectric Project (FERC No ) Site-Specific Seismic Hazard Study Study Plan Section 16.6

Susitna-Watana Hydroelectric Project (FERC No ) Site-Specific Seismic Hazard Study Study Plan Section 16.6 (FERC No. 14241) Site-Specific Seismic Hazard Study Study Plan Section 16.6 Initial Study Report Part A: Sections 1-6, 8-9 Prepared for Prepared by MWH / Fugro June 2014 TABLE OF CONTENTS 1. Introduction...

More information

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER Update of the BC Hydro Subduction Ground-Motion Model using the NGA-Subduction Dataset Norman Abrahamson Nicolas Kuehn University of California, Berkeley

More information

Single-Station Phi Using NGA-West2 Data

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

More information

Site-specific hazard analysis for geotechnical design in New Zealand

Site-specific hazard analysis for geotechnical design in New Zealand Site-specific hazard analysis for geotechnical design in New Zealand B. A. Bradley 1 1 Department of Civil and Natural Resources Engineering, University of Canterbury, Private Bag 4800, Ilam, Christchurch,

More information

Comparison of NGA-West2 GMPEs

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.

More information

A NEW PROBABILISTIC SEISMIC HAZARD MODEL FOR NEW ZEALAND

A NEW PROBABILISTIC SEISMIC HAZARD MODEL FOR NEW ZEALAND A NEW PROBABILISTIC SEISMIC HAZARD MODEL FOR NEW ZEALAND Mark W STIRLING 1 SUMMARY The Institute of Geological and Nuclear Sciences (GNS) has developed a new seismic hazard model for New Zealand that incorporates

More information

Scientific Research on the Cascadia Subduction Zone that Will Help Improve Seismic Hazard Maps, Building Codes, and Other Risk-Mitigation Measures

Scientific Research on the Cascadia Subduction Zone that Will Help Improve Seismic Hazard Maps, Building Codes, and Other Risk-Mitigation Measures Scientific Research on the Cascadia Subduction Zone that Will Help Improve Seismic Hazard Maps, Building Codes, and Other Risk-Mitigation Measures Art Frankel U.S. Geological Survey Seattle, WA GeoPrisms-Earthscope

More information

NEXT GENERATION ATTENUATION (NGA) EMPIRICAL GROUND MOTION MODELS: CAN THEY BE USED IN EUROPE?

NEXT GENERATION ATTENUATION (NGA) EMPIRICAL GROUND MOTION MODELS: CAN THEY BE USED IN EUROPE? First European Conference on Earthquake Engineering and Seismology (a joint event of the 13 th ECEE & 30 th General Assembly of the ESC) Geneva, Switzerland, 3-8 September 2006 Paper Number: 458 NEXT GENERATION

More information

Assessment of Point-Source Stochastic Simulations Using Recently Derived Ground-Motion Prediction Equations

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

More information

Malaysian Journal of Civil Engineering 22(1) : (2010) Malaysia

Malaysian Journal of Civil Engineering 22(1) : (2010) Malaysia AN INVESTIGATION ON THE ATTENUATION CHARACTERISTICS OF DISTANT GROUND MOTIONS IN PENINSULAR MALAYSIA BY COMPARING VALUES OF RECORDED WITH ESTIMATED PGA AND PGV Sherliza Zaini Sooria 1*, Sumio Sawada 2,

More information

New developments in the evaluation of seismic hazard for Romania

New developments in the evaluation of seismic hazard for Romania New developments in the evaluation of seismic hazard for Romania Florin Pavel Seismic Risk Assessment Research Center CONTENTS Introduction Seismicity of Romania Ground motion models Evaluation of seismic

More information

Ground-Motion Attenuation Relationships for Subduction- Zone Earthquakes in Northern Taiwan

Ground-Motion Attenuation Relationships for Subduction- Zone Earthquakes in Northern Taiwan Ground-Motion Attenuation Relationships for Subduction- Zone Earthquakes in Northern Taiwan Lin, P.S., Lee, C.T. Bulletin of the Seismology Society of America (2008) Presenter: Yang Pei-Xin Adviser: Lee

More information

GROUND MOTION TIME HISTORIES FOR THE VAN NUYS BUILDING

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. Preliminary Draft, Feb 11,

More information

Empirical Ground-Motion Models for Point- and Extended-Source Crustal Earthquake. Scenarios in Europe and the Middle East

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.

More information

Peak ground accelerations from large (M 7.2) shallow crustal earthquakes: a comparison with predictions from eight recent ground-motion models

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

More information

Review of The Canterbury Earthquake Sequence and Implications. for Seismic Design Levels dated July 2011

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

More information

NGA-West2 Models for Ground Motion Directionality

NGA-West2 Models for Ground Motion Directionality NGA-West2 Models for Ground Motion Directionality Shrey K. Shahi a) and Jack W. Baker b) M.EERI The NGA-West2 research program, coordinated by the Pacific Earthquake Engineering Research Center (PEER),

More information

Comparison of response spectra from Australian earthquakes and North American attenuation models

Comparison of response spectra from Australian earthquakes and North American attenuation models Comparison of response spectra from Australian earthquakes and North American attenuation models T. Dhu, T. Allen, P. Cummins, M. Leonard, D. Robinson and J. Schneider Geoscience Australia, Canberra, ACT,

More information

CONDITIONAL PULSE PROBABILITY FOR NEAR-SOURCE HAZARD ANALYSIS

CONDITIONAL PULSE PROBABILITY FOR NEAR-SOURCE HAZARD ANALYSIS CONDITIONAL PULSE PROBABILITY FOR NEAR-SOURCE HAZARD ANALYSIS I. Iervolino 1 and C.A. Cornell 2 1 Assistant Professor, Dipartimento di Ingegneria Strutturale, Università di Napoli Federico II, Naples,

More information

Development of Probabilistic Seismic Hazard Analysis for International Sites, Challenges and Guidelines

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

More information

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 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

More information

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER

PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER PACIFIC EARTHQUAKE ENGINEERING RESEARCH CENTER NGA Model for Average Horizontal Component of Peak Ground Motion and Response Spectra Brian S.-J. Chiou California Department of Transportation and Robert

More information