Splay Fault Considerations
|
|
|
- Felicity Marlene West
- 5 years ago
- Views:
Transcription
1 Splay Fault Considerations Katie Wooddell 24 October 2013
2 SPLAY FAULT SCENARIOS: THIN CASE: (W=15 km) 9 Scenarios 32 Realizations per Scenario 3 Methods 87 Stations 75,168 Seismograms THICK CASE: (W=22 km, Short Length) 3 Scenarios (Hosgri and San Simeon) 32 Realizations per Scenario 3 Methods 87 Stations 25,056 Seismograms THICK2 CASE: (W=22 km, Full Length) 2 Scenarios (Hosgri Only) 32 Realizations per Scenario 3 Methods 87 Stations 16,704 Seismograms
3 SPLAY FAULT SCENARIOS: THIN CASE: (W=15 km) 9 Scenarios 32 Realizations per Scenario 3 Methods 87 Stations 75,168 Seismograms THICK CASE: (W=22 km, Short Length) 3 Scenarios (Hosgri and San Simeon) 32 Realizations per Scenario 3 Methods 87 Stations 25,056 Seismograms THICK2 CASE: (W=22 km, Full Length) 2 Scenarios (Hosgri Only) 32 Realizations per Scenario 3 Methods 87 Stations 16,704 Seismograms
4 Combining Time Series (Hosgri + Los Osos) Dist = 13.1 km LOS OSOS Vs = 3000 m/s t SHIFT = 5.5 sec HOSGRI
5 t SHIFT ~ 4.1 sec t SHIFT ~ 5.5 sec t SHIFT ~ 8.1 sec HOSGRI + LOS OSOS
6 Combining Time Series (Hosgri + Shoreline) Dist = km SHORELINE HOSGRI Vs = 3000 m/s t SHIFT = 13.2 sec
7 t SHIFT ~ 9.7 sec t SHIFT ~ 13.2 sec t SHIFT ~ 19.4 sec HOSGRI + SHORELINE
8 Different Methods Method 1 Response spectrum computed at the closest point (using that segment s dip, rake, distance, and magnitude) for each fault (ex. Hosgri and Shoreline) SRSS the two segments: Method 2 Weighted average of all segments and the magnitude from the combined rupture, used to compute the response spectrum at the closest point Segment Length Width Area Rake Dip Strike Hosgri SLB Method
9 Different Methods Method 3 Weighted average using 1/R 2 for dip and rake computed along discretized points of all fault segments. Response spectrum computed at the closest point using weighted dip and rake. Magnitude from combined rupture. Method 4 Response spectrum computed at the closest point (using that segment s dip, rake, distance) Magnitude calculated from the total area. Method 5 Simulations
10 HOSGRI + SAN LUIS BAY Method 1: Closest Pt. Hosgri: M7.2, Dip 90, Rake 180 SLB: M6.4, Dip 70, Rake 90 Method 2: Weighted Avg. Weighted Ave: M7.4, Dip 87, Rake 167
11 HOSGRI + SAN LUIS BAY Method 3: Weighted Avg. (1/R 2) M7.4, Dip 77, Rake 121 Method 4: Combined M7.4, Dip 70, Rake 90
12 HOSGRI + SAN LUIS BAY Method 5: Simulations
13
14 Compares against Method 2
15 HOSGRI + SHORELINE Method 1: Closest Pt. Hosgri: M7.2, Dip 90, Rake 180 SL: M6.6, Dip 90, Rake 180 Method 2: Weighted Avg. Weighted Ave: M7.5, Dip 90, Rake 180
16 HOSGRI + SHORELINE Method 3: Weighted Avg. (1/R 2 ) M7.5, Dip 90, Rake 180 Method 4: Combined M7.5, Dip 90, Rake 180
17 HOSGRI + SHORELINE Method 5: Simulations
18
19 Compares against Method 2
20 HOSGRI + LOS OSOS Method 1: Closest Pt. Hosgri: M7.2, Dip 90, Rake 180 LO: M7.0, Dip 60, Rake 90 Method 2: Weighted Avg. Weighted Ave: M7.6, Dip 79, Rake 146
21 HOSGRI + LOS OSOS Method 3: Weighted Avg. (1/R 2 ) M7.6, Dip 75, Rake 134 Method 4: Combined M7.6, Dip 90, Rake 180
22 HOSGRI + LOS OSOS Method 5: Simulations
23
24 Compares using Method 2
25 Changes To GM at 10-4 P(Splay) = 10% P(Splay) = 100% P(Splay) = 10% P(Splay) = 100% P(Splay) = 10% P(Splay) = 100% HOSGRI + SAN LUIS BAY PGA 5 Hz 1 Hz 0.5 Hz 1.7% 1.3% 0.4% -0.7% 14.8% 12.0% 3.9% -8.0% HOSGRI + LOS OSOS PGA 5 Hz 1 Hz 0.5 Hz 2.4% 2.3% 2.6% 1.6% 19.9% 19.3% 21.4% 14.5% HOSGRI + SHORELINE PGA 5 Hz 1 Hz 0.5 Hz 0.2% 0.2% -0.13% -1.3% 1.6% 1.8% -1.3% -14.3%
26 SPLAY FAULT SCENARIOS: THIN CASE: (W=15 km) 9 Scenarios 32 Realizations per Scenario 3 Methods 87 Stations 75,168 Seismograms THICK CASE: (W=22 km, Short Length) 3 Scenarios (Hosgri and San Simeon) 32 Realizations per Scenario 3 Methods 87 Stations 25,056 Seismograms THICK2 CASE: (W=22 km, Full Length) 2 Scenarios (Hosgri Only) 32 Realizations per Scenario 3 Methods 87 Stations 16,704 Seismograms
27
28 Seismic Source Characterization Parameters THIN CASE (FROM GEOLOGICAL INVESTIGATION) L = 198 km M W = 7.47 San Gregorio San Simeon Hosgri Summing Individual Segments: Mo = E+27 dyne-cm From Total Rupture Area: Mo = E+27 dyne-cm Seismogenic Crust = 15 km Dip = 90 (all segments) W = 15 L = 107 km M W = 7.21
29 JOINING SPLAY AND COMPLEX RUPTURES Interface Issue: Platform designed for single, planar fault ruptures Various ways to link faults, each implying something different about the physics of how linked faults rupture
30 Splay Fault Discussion Topics Guidance for Forward Modeling Splay Ruptures: Width? Combining TS data? Consider time delays? Partitioning moment on fault segments How to model rupture (rupture generator)? asdf
Overview of Seismic Source Characterization for the Diablo Canyon Power Plant
Overview of Seismic Source Characterization for the Diablo Canyon Power Plant Steve Thompson (LCI and SSC TI Team), for SWUS GMC Workshop 1, March 19, 2013 Questions from TI Team Summarize tectonic setting.
DCPP Seismic FAQ s Geosciences Department 08/04/2011 GM1) What magnitude earthquake is DCPP designed for?
GM1) What magnitude earthquake is DCPP designed for? The new design ground motions for DCPP were developed after the discovery of the Hosgri fault. In 1977, the largest magnitude of the Hosgri fault was
Central Coast Seismicity Locations. Jeanne Hardebeck US Geological Survey Menlo Park, CA
Central Coast Seismicity Locations Jeanne Hardebeck US Geological Survey Menlo Park, CA 11/29/2011 Seismic Network Issues for Earthquake Location: - Many stations are single-component, difficult to identify
Fault Models SSC TI Team Evaluation Hans AbramsonWard
1 Fault Models SSC TI Team Evaluation Hans AbramsonWard PG&E DCPP SSHAC Study 2 Outline Constraints on location of active faults: Uplift of ranges Quaternary fault map Constraints on Depth of seismogenic
Diablo Canyon SSHAC Level 3 Study
1 Diablo Canyon SSHAC Level 3 Study Workshop 1 Summary of SSC Hazard Significant Issues and Data Needed William Lettis November 29 to December 1, 2011 PG&E DCPP SSHAC Study 2 Hosgri Hosgri Location Hosgri
Hosgri Fault Location and Dip SSC TI Team Evaluation Hans AbramsonWard
1 Hosgri Fault Location and Dip SSC TI Team Evaluation Hans AbramsonWard PG&E DCPP SSHAC Study 2 Key Data Sources PE Models: Johnson WS2 presentation Hardebeck WS2 presentation Watt WS2 presentation AbramsonWard
8.0 SUMMARY AND CONCLUSIONS
8.0 SUMMARY AND CONCLUSIONS In November 2008, Pacific Gas and Electric (PG&E) informed the U.S. Nuclear Regulatory Commission (NRC) that preliminary results from the Diablo Canyon Power Plant (DCPP) Long
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
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 EFFECT OF SHORELINE FAULT ZONE SEGMENTATIONS ON SIMULATION
SONGS SSC. Tom Freeman GeoPentech PRELIMINARY RESULTS
SONGS SSC Tom Freeman GeoPentech PRELIMINARY RESULTS Focused Questions Summarize the tectonic setting What is the seismogenic thickness? Are you including deep ruptures in the upper mantle (~30 km)? Do
San Andreas and Other Fault Sources; Background Source
1 San Andreas and Other Fault Sources; Background Source SSC TI Team Evaluation Steve Thompson Diablo Canyon SSHAC Level 3 PSHA Workshop #3 Feedback to Technical Integration Team on Preliminary Models
SCEC Community Fault and Velocity Models and how they might contribute to the DCPP seismic hazard assessment. Andreas Plesch Harvard University
SCEC Community Fault and Velocity Models and how they might contribute to the DCPP seismic hazard assessment Andreas Plesch Harvard University SCEC Unified Structural Representation (USR) The SCEC USR
STUDYING THE IMPORTANT PARAMETERS IN EARTHQUAKE SIMULATION BASED ON STOCHASTIC FINITE FAULT MODELING
STUDYING THE IMPORTANT PARAMETERS IN EARTHQUAKE SIMULATION BASED ON STOCHASTIC FINITE FAULT MODELING H. Moghaddam 1, N. Fanaie 2* and H. Hamzehloo 1 Professor, Dept. of civil Engineering, Sharif University
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C January 11, 2016
UNITED STATES NUCLEAR REGULATORY COMMISSION WASHINGTON, D.C. 20555-0001 Mr. Edward D. Halpin Senior Vice President and Chief Nuclear Officer Pacific Gas and Electric Company P.O. Box 56 Mail Code 104/6
Development of Procedures for the Rapid Estimation of Ground Shaking Task 7: Ground Motion Estimates for Emergency Response Final Report
Development of Procedures for the Rapid Estimation of Ground Shaking Task 7: Ground Motion Estimates for Emergency Response Final Report Executive Summary Douglas Dreger and Anastasia Kaverina University
Earthquake Focal Mechanisms and Waveform Modeling
Earthquake Focal Mechanisms and Waveform Modeling Rengin Gök Lawrence Livermore National Laboratory USA RELEMR Workshop İstanbul 2008 Gudmundar E. Sigvaldason The Dynamic Earth, USGS The size of the event
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
LECTURES 10 and 11 - Seismic Sources Hrvoje Tkalčić
LECTURES 10 and 11 - Seismic Sources Hrvoje Tkalčić *** N.B. The material presented in these lectures is from the principal textbooks, other books on similar subject, the research and lectures of my colleagues
Preliminary slip model of M9 Tohoku earthquake from strongmotion stations in Japan - an extreme application of ISOLA code.
Preliminary slip model of M9 Tohoku earthquake from strongmotion stations in Japan - an extreme application of ISOLA code. J. Zahradnik 1), F. Gallovic 1), E. Sokos 2) G-A. Tselentis 2) 1) Charles University
SOURCE PROCESS OF THE 2003 PUERTO PLATA EARTHQUAKE USING TELESEISMIC DATA AND STRONG GROUND MOTION SIMULATION
Synopses of Master Papers Bulletin of IISEE, 47, 19-24, 2013 SOURCE PROCESS OF THE 2003 PUERTO PLATA EARTHQUAKE USING TELESEISMIC DATA AND STRONG GROUND MOTION SIMULATION Fabricio Moquete Everth* Supervisor:
WAACY Magnitude PSF Model (Wooddell, Abrahamson, Acevedo-Cabrera, and Youngs) Norm Abrahamson DCPP SSC workshop #3 Mar 25, 2014
WAACY Magnitude PSF Model (Wooddell, Abrahamson, Acevedo-Cabrera, and Youngs) Norm Abrahamson DCPP SSC workshop #3 Mar 25, 2014 UCERF3 Allowing larger magnitudes by linking rupture segments Grand inversion
Spatial Correlation of Ground Motions in Seismic Hazard Assessment
Spatial Correlation of Ground Motions in Seismic Hazard Assessment Taojun Liu tliu82@uwo.ca Department of Civil & Environmental Engineering University of Western Ontario London, Ontario, Canada 1 Outline
Seismic Issues for California's Nuclear Power Plants. Norman Abrahamson University of California, Berkeley
Seismic Issues for California's Nuclear Power Plants Norman Abrahamson University of California, Berkeley From UCERF 2 Seismic Setting for California s Nuclear Power Plants Major Offshore Strike-Slip Faults
EARTHQUAKE LOCATIONS INDICATE PLATE BOUNDARIES EARTHQUAKE MECHANISMS SHOW MOTION
6-1 6: EARTHQUAKE FOCAL MECHANISMS AND PLATE MOTIONS Hebgen Lake, Montana 1959 Ms 7.5 1 Stein & Wysession, 2003 Owens Valley, California 1872 Mw ~7.5 EARTHQUAKE LOCATIONS INDICATE PLATE BOUNDARIES EARTHQUAKE
Overview of Seismic PHSA Approaches with Emphasis on the Management of Uncertainties
H4.SMR/1645-29 "2nd Workshop on Earthquake Engineering for Nuclear Facilities: Uncertainties in Seismic Hazard" 14-25 February 2005 Overview of Seismic PHSA Approaches with Emphasis on the Management of
Empirical Green s Function Analysis of the Wells, Nevada, Earthquake Source
Nevada Bureau of Mines and Geology Special Publication 36 Empirical Green s Function Analysis of the Wells, Nevada, Earthquake Source by Mendoza, C. 1 and Hartzell S. 2 1 Centro de Geociencias, Universidad
Earthquakes and Seismotectonics Chapter 5
Earthquakes and Seismotectonics Chapter 5 What Creates Earthquakes? The term Earthquake is ambiguous: Applies to general shaking of the ground and to the source of the shaking We will talk about both,
Fault Specific, Dynamic Rupture Scenarios for Strong Ground Motion Prediction
Fault Specific, Dynamic Rupture Scenarios for Strong Ground Motion Prediction H. Sekiguchi Disaster Prevention Research Institute, Kyoto University, Japan Blank Line 9 pt Y. Kase Active Fault and Earthquake
Widespread Ground Motion Distribution Caused by Rupture Directivity during the 2015 Gorkha, Nepal Earthquake
Widespread Ground Motion Distribution Caused by Rupture Directivity during the 2015 Gorkha, Nepal Earthquake Kazuki Koketsu 1, Hiroe Miyake 2, Srinagesh Davuluri 3 and Soma Nath Sapkota 4 1. Corresponding
Hosgri-San Simeon Fault Zone Geologic Slip Rate
Hosgri-San Simeon Fault Zone Geologic Slip Rate Insert picture(s) here Kathryn Hanson AMEC E&I Diablo Canyon SSHAC Project SSC Workshop 2 November 7, 2012 What insights have your geologic investigations
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,
Scenario Earthquake Shaking Maps in Japan
1 Scenario Earthquake Shaking Maps in Japan Nobuyuki Morikawa National Research Institute for Earth Science and Disaster Prevention (NIED), JAPAN Scenario Earthquake Shaking Maps (SESMs) The shaking maps
REAL-TIME TSUNAMI INUNDATION FORECAST STUDY IN CHIMBOTE CITY, PERU
REAL-TIME TSUNAMI INUNDATION FORECAST STUDY IN CHIMBOTE CITY, PERU Nabilt Moggiano Supervisor: Kenji SATAKE MEE16720 ABSTRACT For rapid forecast of tsunami inundation during a tsunamigenic event, we constructed
San Francisco Bay Area Earthquake Simulations: A step toward a Standard Physical Earthquake Model
San Francisco Bay Area Earthquake Simulations: A step toward a Standard Physical Earthquake Model Steven N. Ward Institute of Geophysics and Planetary Physics, University of California, Santa Cruz, CA,
Manila subduction zone
Manila subduction zone Andrew T.S. Lin SSC TI Team Member Taiwan SSHAC Level 3 PSHA Study Workshop #3, June 19 23, 2017 Taipei, Taiwan 1 1 Manila subduction zone Hazard Contribution Geometry Setting interface
Homework II Seismological Topics
Revised September 6, 2012 EENS 6340/4340 Homework II Seismological Topics The Earth 1. The relationship between energy released, E, and earthquake magnitude, M, is given by the empirical relationship:
Surface Rupture in Kinematic Ruptures Models for Hayward Fault Scenario Earthquakes
Surface Rupture in Kinematic Ruptures Models for Hayward Fault Scenario Earthquakes Brad Aagaard May 21, 2009 Surface Rupture from Kinematic Rupture Models Objective Holistic approach to calculating surface
Offshore Evidence for Uplift Rate Boundaries. Hans AbramsonWard Diablo Canyon SSHAC SSC Workshop 2 November 7, 2012
Offshore Evidence for Uplift Rate Boundaries Hans AbramsonWard Diablo Canyon SSHAC SSC Workshop 2 November 7, 2012 Questions asked by the TI team Discuss your ability to distinguish and correlate offshore
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
Using information about wave amplitudes to learn about the earthquake size.
Earthquake Magnitudes and Moments Using information about wave amplitudes to learn about the earthquake size. Need to correct for decrease with distance M = log(a/t) + F(h,Δ) + C A is the amplitude of
Synthetic Near-Field Rock Motions in the New Madrid Seismic Zone
Synthetic Near-Field Rock Motions in the New Madrid Seismic Zone Genda Chen*, Ph.D., P.E., and Mostafa El-Engebawy Engebawy,, Ph.D. *Associate Professor of Civil Engineering Department of Civil, Architecture
Overview of the Seismic Source Characterization for the Palo Verde Nuclear Generating Station
Overview of the Seismic Source Characterization for the Palo Verde Nuclear Generating Station Scott Lindvall SSC TI Team Lead Palo Verde SSC SSHAC Level 3 Project Tuesday, March 19, 2013 1 Questions from
Seth Stein and Emile Okal, Department of Geological Sciences, Northwestern University, Evanston IL USA. Revised 2/5/05
Sumatra earthquake moment from normal modes 2/6/05 1 Ultra-long period seismic moment of the great December 26, 2004 Sumatra earthquake and implications for the slip process Seth Stein and Emile Okal,
Zoning surface rupture hazard along normal faults: insight from the 2009 M w 6.3 L Aquila, central Italy, earthquake and other global earthquakes
Zoning surface rupture hazard along normal faults: insight from the 2009 M w 6.3 L Aquila, central Italy, earthquake and other global earthquakes Boncio, P., Galli, P., Naso, G., Pizzi, A. Bulletin of
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,
CAP M S Wallace. Vol. 27 No. 2 Jun EARTHQUAKE RESEARCH IN CHINA M S 4. 8 CAP. 3km - - P315
27 2 207 ~ 214 2011 6 EARTHQUAKE RESEARCH IN CHINA Vol. 27 No. 2 Jun. 2011 2011 CAP 4. 8 27 2 207 ~ 214 CAP 4. 8 1 2 1 2 3 1 1 1 558 230031 2 96 230026 3 100081 CAP 2011 1 19 M S 4. 8 M W = 4. 1 I 16 74
Page 1. Name:
Name: 6185-1 - Page 1 1) Which statement correctly compares seismic P-waves with seismic S-waves? A) P-waves travel faster than S-waves and pass through Earth's liquid zones. B) P-waves travel slower than
Geotechnical Earthquake Engineering
Geotechnical Earthquake Engineering by Dr. Deepankar Choudhury Humboldt Fellow, JSPS Fellow, BOYSCAST Fellow Professor Department of Civil Engineering IIT Bombay, Powai, Mumbai 400 076, India. Email: dc@civil.iitb.ac.in
DAY 1 (Nov. 6, 2012) Technical Presentations
Presentation Sam Johnson Jeanne Hardebeck DAY 1 (Nov. 6, 2012) Technical Presentations Key points/action items : Consider vertical rates as transitory and localized Review Mann publications and consider
John Shaw CRUSTAL DEFORMATION MODEL: OBLIQUE CONVERGENCE IN THE INNER CALIFORNIA BORDERLANDS ACCOMMODATED BY ACTIVE STRIKE-SLIP AND REVERSE FAULTS
CRUSTAL DEFORMATION MODEL: OBLIQUE CONVERGENCE IN THE INNER CALIFORNIA BORDERLANDS ACCOMMODATED BY ACTIVE STRIKE-SLIP AND REVERSE FAULTS August 2013 SONGS SSC SSHAC Workshop # 2 (August 12-14, 2013) Crustal
of other regional earthquakes (e.g. Zoback and Zoback, 1980). I also want to find out
4. Focal Mechanism Solutions A way to investigate source properties of the 2001 sequence is to attempt finding well-constrained focal mechanism solutions to determine if they are consistent with those
Introduction to Displacement Modeling
Introduction to Displacement Modeling Introduction Deformation on the Earth surface informs us about processes and material properties below surface Observation tools: GPS (static-dynamic) InSAR (static)
Measurements in the Creeping Section of the Central San Andreas Fault
Measurements in the Creeping Section of the Central San Andreas Fault Introduction Duncan Agnew, Andy Michael We propose the PBO instrument, with GPS and borehole strainmeters, the creeping section of
Seismic and aseismic processes in elastodynamic simulations of spontaneous fault slip
Seismic and aseismic processes in elastodynamic simulations of spontaneous fault slip Most earthquake simulations study either one large seismic event with full inertial effects or long-term slip history
San Andreas Movie Can It Happen?
San Andreas Movie Can It Happen? Learning Objectives (LO) Lecture 14: Faults and Quakes Read: Chapter 10 and 11 Homework #12 due Thursday 12pm What we ll learn today:! 1. Compare strike-slip to dip-slip
Bulletin of the Seismological Society of America, Vol. 82, No. 5, pp , October 1992 A SLOW EARTHQUAKE IN THE SANTA MARIA BASIN, CALIFORNIA
Bulletin of the Seismological Society of America, Vol. 82, No. 5, pp. 287-296, October 1992 A SLOW ARTHQUAK IN TH SANTA MARIA BASIN, CALIFORNIA BY HIROO KANAMORI AND GILL HAUKSSON ABSTRACT An M L = 3.5
Materials and Methods The deformation within the process zone of a propagating fault can be modeled using an elastic approximation.
Materials and Methods The deformation within the process zone of a propagating fault can be modeled using an elastic approximation. In the process zone, stress amplitudes are poorly determined and much
PEAT SEISMOLOGY Lecture 12: Earthquake source mechanisms and radiation patterns II
PEAT8002 - SEISMOLOGY Lecture 12: Earthquake source mechanisms and radiation patterns II Nick Rawlinson Research School of Earth Sciences Australian National University Waveform modelling P-wave first-motions
4((F'~) 2) = ~ = (2)
Bulletin of the Seismological Society of America, Vol. 74, No. 5, pp. 1615-1621, October 1984 AVERAGE BODY-WAVE RADIATION COEFFICIENTS BY DAVID M. BOORE AND JOHN BOATWRIGHT ABSTRACT Averages of P- and
Appendix O: Gridded Seismicity Sources
Appendix O: Gridded Seismicity Sources Peter M. Powers U.S. Geological Survey Introduction The Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) is a forecast of earthquakes that fall
Slip distributions of the 1944 Tonankai and 1946 Nankai earthquakes including the horizontal movement effect on tsunami generation
Slip distributions of the 1944 Tonankai and 1946 Nankai earthquakes including the horizontal movement effect on tsunami generation Toshitaka Baba Research Program for Plate Dynamics, Institute for Frontier
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
EVALUATION OF TSUNAMI RISK FOR COASTAL SOUTHERN CALIFORNIA CITIES. Appendix A - Figures
EVALUATION OF TSUNAMI RISK FOR COASTAL SOUTHERN CALIFORNIA CITIES Appendix A - Figures Figure 1.Map showing major faults of the southern California region. Northwest-trending faults are rightslip in character.
NUMERICAL SIMULATION AS GUIDANCE IN MAKING TSUNAMI HAZARD MAP FOR LABUAN ISLAND
NUMERICAL SIMULATION AS GUIDANCE IN MAKING TSUNAMI HAZARD MAP FOR LABUAN ISLAND MOHD RIDZUAN bin Adam Supervisor: Fumihiko IMAMURA MEE09199 ABSTRACT At the northeast end of the South China Sea, tsunamis
Actual practices of seismic strong motion estimation at NPP sites
ANSN Regional Workshop on Site Selection and Evaluation for Nuclear Power Plants June 2010, Hanoi Vietnam IAEA/ISSC Actual practices of seismic strong motion estimation at NPP sites Yoshi. FUKUSHIMA (JNES)
Earthquake information
Name: Date: Block Earthquake information The graph below shows travel time in minutes and distance traveled for primary and secondary waves. Primary and secondary waves start at the same time but do not
6 Source Characterization
6 Source Characterization Source characterization describes the rate at which earthquakes of a given magnitude, and dimensions (length and width) occur at a given location. For each seismic source, the
Determining the Earthquake Epicenter: Japan
Practice Name: Hour: Determining the Earthquake Epicenter: Japan Measuring the S-P interval There are hundreds of seismic data recording stations throughout the United States and the rest of the world.
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,
High Resolution Imaging of Fault Zone Properties
Annual Report on 1998-99 Studies, Southern California Earthquake Center High Resolution Imaging of Fault Zone Properties Yehuda Ben-Zion Department of Earth Sciences, University of Southern California
EARTHQUAKE HAZARDS AT SLAC. This note summarizes some recently published information relevant
EARTHQUAKE HAZARDS AT SLAC SLAC-TN-76-1 John L. Harris January 1976 Summary This note summarizes some recently published information relevant to the expectation of damaging earthquakes at the SLAC site.
EOS 350 MIDTERM OCT 4, 2013 STUDENT NAME: TEAM #:
EOS 350 MIDTERM OCT 4, 2013 STUDENT NAME: TEAM #: Some equations which may, or may not, be useful: Distance from sensor to a dipole z ~ x ½, Distance to line of dipoles z ~ 0.75x ½ B = μh, M = κh Seismic
PEAK ACCELERATION SCALING STUDIES
Bulletin of the Seismological Society of America, Vol. 72, No.3, pp. 959-979, June 1982 PEAK ACCELERATION SCALING STUDIES BY DAVID M. HADLEY, DONALD v. HELMBERGER, AND JOHN A. ORCUTT ABSTRACT An acceleration
PREDICTION OF STRONG MOTIONS FROM FUTURE EARTHQUAKES CAUSED BY ACTIVE FAULTS CASE OF THE OSAKA BASIN
PREDICTION OF STRONG MOTIONS FROM FUTURE EARTHQUAKES CAUSED BY ACTIVE FAULTS CASE OF THE OSAKA BASIN Kojiro IRIKURA 1 SUMMARY A methodology is proposed for estimating strong ground motions from scenario
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
5. What is an earthquake 6. Indicate the approximate radius of the earth, inner core, and outer core.
Tutorial Problems 1. Where Do Earthquakes Happen? 2. Where do over 90% of earthquakes occur? 3. Why Do Earthquakes Happen? 4. What are the formulae for P and S velocity 5. What is an earthquake 6. Indicate
Magnitude Area Scaling of SCR Earthquakes. Summary
Magnitude Area Scaling of SCR Earthquakes Paul Somerville Summary Review of Existing Models Description of New Model Comparison of New and Existing Models Existing Models Allman & Shearer, 2009 Global,
SUPPLEMENTARY INFORMATION
doi:10.1038/nature11492 Figure S1 Short-period Seismic Energy Release Pattern Imaged by F-net. (a) Locations of broadband seismograph stations in Japanese F-net used for the 0.5-2.0 Hz P wave back-projection
Elastic rebound theory
Elastic rebound theory Focus epicenter - wave propagation Dip-Slip Fault - Normal Normal Fault vertical motion due to tensional stress Hanging wall moves down, relative to the footwall Opal Mountain, Mojave
CHARACTERIZATION OF DIRECTIVITY EFFECTS OBSERVED DURING 1999 CHI-CHI, TAIWAN EARTHQUAKE
th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 4 Paper No. 74 CHARACTERIZATION OF DIRECTIVITY EFFECTS OBSERVED DURING 999 CHI-CHI, TAIWAN EARTHQUAKE Vietanh PHUNG, Gail
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
Earthquakes How and Where Earthquakes Occur
Earthquakes How and Where Earthquakes Occur PPT Modified from Troy HS Is there such thing as earthquake weather? Absolutely NOT!!! Geologists believe that there is no connection between weather and earthquakes.
AVERAGE AND VARIATION OF FOCAL MECHANISM AROUND TOHOKU SUBDUCTION ZONE
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 414 AVERAGE AND VARIATION OF FOCAL MECHANISM AROUND TOHOKU SUBDUCTION ZONE Shunroku YAMAMOTO 1 Naohito
ACCOUNTING FOR SITE EFFECTS IN PROBABILISTIC SEISMIC HAZARD ANALYSIS: OVERVIEW OF THE SCEC PHASE III REPORT
ACCOUNTING FOR SITE EFFECTS IN PROBABILISTIC SEISMIC HAZARD ANALYSIS: OVERVIEW OF THE SCEC PHASE III REPORT Edward H FIELD 1 And SCEC PHASE III WORKING GROUP 2 SUMMARY Probabilistic seismic hazard analysis
log 4 0.7m log m Seismic Analysis of Structures by TK Dutta, Civil Department, IIT Delhi, New Delhi. Module 1 Seismology Exercise Problems :
Seismic Analysis of Structures by TK Dutta, Civil Department, IIT Delhi, New Delhi. Module Seismology Exercise Problems :.4. Estimate the probabilities of surface rupture length, rupture area and maximum
SEISMIC HAZARD ASSESSMENT IN ROMANIA
Mircea Radulian, Magurele, Ilfov, Romania mircea@infp.ro SEISMIC HAZARD ASSESSMENT IN ROMANIA 13-14 March 2014 SciNetNatHaz Workshop Istanbul 1 Summary Seismic activity in Romania Input data A few significant
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
A Closer Look At Body Wave Magnitude & Introduction To Moment Magnitude
A Closer Look At Body Wave Magnitude & Introduction To Moment Magnitude Previously we have learned the mechanics of calculating earthquake magnitudes with several magnitude scales: Duration Magnitude,
SDSU Module Kim Olsen and Rumi Takedatsu San Diego State University
SDSU Module Kim Olsen and Rumi Takedatsu San Diego State University SWUS GMC Workshop #2, Oct 22-24, 2013 Question: Based on the June 26 2013 SCEC Meeting, is the output of the BBP consistent with the
Seismic Source Mechanism
Seismic Source Mechanism Yuji Yagi (University of Tsukuba) Earthquake Earthquake is a term used to describe both failure process along a fault zone, and the resulting ground shaking and radiated seismic
with Jean- Luc Berenguer, International school Valbonne, France Patrick Strozza, International school Duby, Luynes, France
Using data, modeling Hands on activity for the classroom with Jean- Luc Berenguer, International school Valbonne, France Patrick Strozza, International school Duby, Luynes, France The installation of seismometers
Short Note Source Mechanism and Rupture Directivity of the 18 May 2009 M W 4.6 Inglewood, California, Earthquake
Bulletin of the Seismological Society of America, Vol. 100, No. 6, pp. 3269 3277, December 2010, doi: 10.1785/0120100087 Short Note Source Mechanism and Rupture Directivity of the 18 May 2009 M W 4.6 Inglewood,
Module 7: Plate Tectonics and Earth's Structure Topic 4 Content : Earthquakes Presentation Notes. Earthquakes
Earthquakes 1 Topic 4 Content: Earthquakes Presentation Notes Earthquakes are vibrations within the Earth produced by the rapid release of energy from rocks that break under extreme stress. Earthquakes
EFFECT OF RANDOM PARAMETERS IN SEMI-EMPIRICAL METHOD ON THE RESULTS OF GROUND MOTION PREDICTIONS
EFFECT OF RANDOM PARAMETERS IN SEMI-EMPIRICAL METHOD ON THE RESULTS OF GROUND MOTION PREDICTIONS J. Miyakoshi 1, K. Dan 1, A. Fukukita 1 and A. Okazaki 2 1 Shimizu Corporation, Tokyo, Japan 2 Kansai Electric
California s New Earthquake Early Warning System And Why We Are Different
Civilization exists by Geologic consent Subject to change without notice. -- Durant EERI SACRAMENTO CHAPTER CALIFORNIA STATE UNIVERSITY, SACRAMENTO APRIL 27, 2017 California s New Earthquake Early Warning
Earthquake stress drop estimates: What are they telling us?
Earthquake stress drop estimates: What are they telling us? Peter Shearer IGPP/SIO/U.C. San Diego October 27, 2014 SCEC Community Stress Model Workshop Lots of data for big earthquakes (rupture dimensions,
Synthetic Seismograms Using a Hybrid Broadband Ground-Motion Simulation Approach: Application to Central and Eastern United States
Bulletin of the Seismological Society of America, Vol. 105, No. 2A, pp. 686 705, April 2015, doi: 10.1785/0120140219 Synthetic Seismograms Using a Hybrid Broadband Ground-Motion Simulation Approach: Application
Teleseismic Body Waves from Dynamically Rupturing Shallow Thrust Faults: Are They Opaque for Surface-Reflected Phases?
Bulletin of the Seismological Society of America, Vol. 95, No. 3, pp. 8 87, June 25, doi:.785/237 Teleseismic Body Waves from Dynamically Rupturing Shallow Thrust Faults: Are They Opaque for Surface-Reflected
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 LONG-PERIOD (3 TO 10 S) GROUND MOTIONS IN AND AROUND THE
CONTROLLING FACTORS OF STRONG GROUND MOTION PREDICTION FOR SCENARIO EARTHQUAKES
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2801 CONTROLLING FACTORS OF STRONG GROUND MOTION PREDICTION FOR SCENARIO EARTHQUAKES Hiroe MIYAKE 1,