COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT Lan Lin Postdoctoral Fellow, Geological Survey of Canada.

Slides:



Advertisements
Similar presentations
Real-Time Estimation of Earthquake Location and Magnitude for Seismic Early Warning in Campania Region, southern Italy A. Zollo and RISSC-Lab Research.
Advertisements

Zagreb, Oct 2013 Radmila Salic; Zoran Milutinovic 3 rd Project Workshop Improvements in the Harmonized Seismic Hazard Maps for the Western Balkan.
ASL QC Procedures Status and plans. GSN ANSS Traditional Waveform Review  The “morning run” Daily summarizes problems with availability, timing,
Development of an In-Situ Test for Direct Evaluation of the Liquefaction Resistance of Soils K. H. Stokoe, II, E. M. Rathje and B.R. Cox University of.
PREDICTION OF RESPONSE SPECTRAL PARAMETERS FOR BHUJ EARTHQUAKE (26TH JANUARY 2001) USING COMPONENT ATTENUATION MODELLING TECHNIQUE By DR. SAROSH.H. LODI.
March 25, 2002EarthScope CSIT Workshop Data Archiving and IT Issues for PBO Douglas Neuhauser UC Berkeley Seismological Lab Northern California Earthquake.
THE NATIONAL STRONG MOTION NETWORK OF TURKEY EARTHQUAKE DEPARTMENT REPUBLIC OF TUKEY PRIME MINISTRY DISASTER AND EMERGENCY MANAGEMENT PRESIDENCY EARTHQUAKE.
CROATIAN EARTHQUAKE CATALOG
Rethinking Array Seismology in Nuclear-Test-Ban Treaty Monitoring Steven J. Gibbons Workshop on Arrays in Global Seismology, Raleigh, North Carolina, May.
Contents 1 GeoDAS, GeoDAS Software of GeoSIG.
SUPERSITES COORDINATION WORKSHOP Monday 10 June 2013
Mike Stickney Montana Bureau of Mines and Geology Earthquake Studies Office Montana Regional Seismograph Network ANSS IMW RAC 21 August 2006.
Earthquake Hazard Assessment in the Pacific Northwest: Site Response Thomas L. Pratt U. S. Geological Survey School of Oceanography University of Washington.
Ground Motion Prediction Equations for Eastern North America Gail M. Atkinson, UWO David M. Boore, USGS (BSSA, 2006)
March 7, 2008NGA-East 2nd Workshop1 RECENT DEVELOPMENTS IN STRONG MOTION SIMULATIONS FOR CEUS Paul Somerville and Robert Graves URS Pasadena MOTIVATION:
Overview of NGA Database, Model Development to Date, and Next Steps PEER-NGA Workshop April 12, 2005.
The RSNI Seismic Network Laboratory of seismology, DISTAV - University of Genoa (Italy) RSNI STAFF RSNI STAFF : Spallarossa D.,
Database of Ground Motions For NGA East A Presentation by Chris Cramer at the Stakeholder NGA East Workshop NIST Gaithersburg, MD March 7, 2008.
UNIVERSITY OF ATHENS Faculty of Geology and Geoenvironment Department of Geophysics and Geothermics A. Agalos (1), P. Papadimitriou (1), K. Makropoulos.
Average properties of Southern California earthquake ground motions envelopes… G. Cua, T. Heaton Caltech.
Roberto PAOLUCCI Department of Structural Engineering
Ground Motion Parameters Measured by triaxial accelerographs 2 orthogonal horizontal components 1 vertical component Digitized to time step of
Double-difference earthquake relocation of Charlevoix Seismicity, Eastern Canada implication for regional geological structures Meng Pang.
1 Earthquake Magnitude Measurements for Puerto Rico Dariush Motazedian and Gail M. Atkinson Carleton University.
1 Earthquake Magnitude Measurements for Puerto Rico Dariush Motazedian and Gail M. Atkinson.
Engineering Institute, National Autonomous University of Mexico (UNAM) RECORD PROCESSING METHODS AND PROCEDURES FOR THE MEXICAN STRONG MOTION PROGRAM Leonardo.
Seismic Hazard Assessment for the Kingdom of Saudi Arabia
1 Automated Processing of Earthquake Swarm Records at Very Short Epicentral Distances José M. Cepeda Universidad Centroamericana, (UCA) San Salvador, El.
Data Processing and Recording at University of Southern California M.I. Todorovska and V.W. Lee Civil Engineering Department, University of Southern California.
Cuban Seismic Network National Centre for Seismological Research (2010) Ing. Eduardo R. Diez Zaldívar. Centro Nacional de Investigaciones Sismológicas.
Major Ongoing Ground Motion Research Programs at PEER Yousef Bozorgnia, Ph.D., P.E. PEER, University of California, Berkeley.
Presented to the Induced Seismicity Consortium, USC 2013 Stephen Holtkamp Michael Brudzinski Brian Currie Miami University, Oxford OH Department of Geology.
Invited Workshop on Strong-Motion Record Processing Convened by The Consortium of Organizations for Strong-Motion Observation Systems (COSMOS) Pacific.
Earthquake Science (Seismology). Seismometers and seismic networks Seismometers and seismic networks Earthquake aftershocks Earthquake aftershocks Earthquake.
Tuesday Nov 10, 13:30 November 8-17, 2009Data Management Workshop Cairo, Egypt.
ANSS Interaction and NetQuakes Update David Oppenheimer U.S.G.S Menlo Park CISN Steering and Advisory Committees 28 January 2008.
Portable Broadband Seismic Stations - Checking Data Quality Cairo, Egypt November, 2009 Noel Barstow Bruce Beaudoin Marcos Alvarez.
Facilitate – Collaborate – Educate Tuesday, January 10, 11:05am Data Management Workshop Bangkok Thailand, January 2011.
THE ANALYSIS OF THE INFRASOUND SIGNALS FROM MAY 12 EARTHQUAKE WENCHUAN CHINA Wang Xiaohang Signal Processing Department North China Institute of Computing.
ANSS/NSMP STRONG- MOTION RECORD PROCESSING AND PROCEDURES Christopher D. Stephens and David M. Boore US Geological Survey Menlo Park, CA COSMOS/NSF International.
The Rupture Process of the August 23, 2011 Virginia Earthquake Martin Chapman Virginia Tech.
Rick Benson Saturday, Aug 14, 14:00 August 13-19, 2010Data Management Workshop Foz do Iguassu- Brazil.
Status of ENA Database of Ground Motions for NGA East A Presentation by Chris Cramer At the NGA East Workshop on Database Development September 29, 2009.
C. Berge-Thierry et al., May 2004, Strong Motion Record Processing 1 THE FRENCH PERMANENT ACCELEROMETRIC NETWORK: TECHNOLOGICAL AND PARAMETRICAL.
NEEDS FOR PERFORMANCE-BASED GEOTECHNICAL EARTHQUAKE ENGINEERING
ITACA: The New Italian Strong-Motion Database Pacor* F., Paolucci^ R., and Working Groups ITACA of S4 Project *Istituto Nazionale di Geofisica e Vulcanologia.
Nonlinear Performance and Potential Damage of Degraded Structures Under Different Earthquakes The 5 th Tongji-UBC Symposium on Earthquake Engineering “Facing.
An Assessment of the High-Gain Streckheisen STS2 Seismometer for Routine Earthquake Monitoring in the US ISSUE: Is the high-gain STS2 too sensitive to.
GROUND MOTION VARIABILITY: COMPARISON OF SURFACE AND DOWNHOLE GROUND MOTIONS Adrian Rodriguez-Marek, Washington State University, USA Fabrice Cotton, LGIT,
Center for Engineering Strong Motion Data (CESMD) Update March 25, 2013 CISN Advisory & Steering Committees Meeting.
Effects of Strong Motion Processing Procedures on Time Histories, Elastic and Inelastic Spectra By Paolo Bazzurro, Brian Sjoberg,
HIGH FREQUENCY GROUND MOTION SCALING IN THE YUNNAN REGION W. Winston Chan, Multimax, Inc., Largo, MD W. Winston Chan, Multimax, Inc., Largo, MD Robert.
Seismograph Networks in Japan
1 Ground Motion in SE Canada and the Central U.S. with Emphasis on Recent Earthquakes of 2008 Robert B. Herrmann Otto Nuttli Professor of Geophysics.
David Oppenheimer John Evans Bob Hutt Gray Jensen Jim Luetgert.
1 CENA H and V SITE AMPLIFICATION Walter Silva Pacific Engineering and Analysis October 1, 2009.
Seismic instruments and seismic networks
A brief introduction to NERA – NA3 work package ‘Networking accelerometric networks and strong- motion data users’ Sinan Akkar On behalf of entire NERA-NA3.
Novel Approach to Strong Ground Motion Attenuation Modeling Vladimir Graizer U.S. Nuclear Regulatory Commission Erol Kalkan California Geological Survey.
Station Metadata: What do I Need?
Data Formats & Data Structures
John G. Anderson Professor of Geophysics
How the ground shakes? Dr. Syed Mohamed Ibrahim M.Tech., Ph.D., by
PRISM: PROCESSING AND REVIEW INTERFACE FOR STRONG MOTION DATA SOFTWARE
NGA-East Tentative Plan
Brazilian “Strong-Motion” Data Stéphane Drouet, ON, Rio de Janeiro Marlon Pirchiner, IAG/USP, São Paulo Marcelo Assumpção, IAG/USP, São Paulo Luis Carlos.
REF TEK Technology Overview
Earthquakes.
Preliminary PEER-NGA Ground Motion Model
Presentation transcript:

COMPILATION OF STRONG MOTION DATA FROM EASTERN CANADA FOR NGA-EAST PROJECT Lan Lin Postdoctoral Fellow, Geological Survey of Canada

Motivation Ground motion data are very important for seismologists and earthquake engineers. Ground motion data are very important for seismologists and earthquake engineers. Processed data are useful for the development of attenuation relations for eastern North America. Processed data are useful for the development of attenuation relations for eastern North America. Strong motion data from eastern Canada have not been complied and processed. Strong motion data from eastern Canada have not been complied and processed.

Strong Motion Monitoring In Eastern Canada Started in 1970s (AR-240 instruments). Started in 1970s (AR-240 instruments). First record: 1979 Charlevoix m N 5.0 earthquake. First record: 1979 Charlevoix m N 5.0 earthquake. Analog (SMA-1) Network deployed in 1970s to record “next” Charlevoix earthquake on rock sites. Analog (SMA-1) Network deployed in 1970s to record “next” Charlevoix earthquake on rock sites. -- recorded Saguenay mainshock, Quebec -- recorded Saguenay mainshock, Quebec /11/ /11/25 -- magnitude m N =6.5, distance from 43 to 200 km -- magnitude m N =6.5, distance from 43 to 200 km

Strong Motion Monitoring In Eastern Canada Analog (SMA-1) instruments deployed during aftershock sequences: Analog (SMA-1) instruments deployed during aftershock sequences: -- Miramichi, New Brunswick, 1982, magnitude m N = Miramichi, New Brunswick, 1982, magnitude m N = Nahanni, Northwest Territories, 1985, magnitude m N = Nahanni, Northwest Territories, 1985, magnitude m N = SMA records from Saguenay Eq, 33 SMA records from Saguenay Eq, 14 from Miramichi Eq, 16 from Nahanni Eq. 14 from Miramichi Eq, 16 from Nahanni Eq.

SMA-1 instruments replaced by ETNA (on-site digital recording) ( ). SMA-1 instruments replaced by ETNA (on-site digital recording) ( ). ETNAs supplemented by Internet Accelerometers (IA) 2004 onwards. ETNAs supplemented by Internet Accelerometers (IA) 2004 onwards. ETNA InstrumentIA Instrument Strong Motion Monitoring In Eastern Canada

Eastern Canadian Strong-Motion Network (does not include IA instruments or instruments operated by Hydro-Quebec, etc) GSC ETNA Stations Quebec Ontario New Brunswick Charlevoix Region Ottawa

ETNA Station Information Total 33 stations. Total 33 stations. 13 on free field 13 on free field 20 in basement of 1-2 storey buildings. 20 in basement of 1-2 storey buildings. 26 on bedrock, 7 on soft soil. 26 on bedrock, 7 on soft soil.

ETNA Station Information Registered station code

Characteristics of ETNA Data type: acceleration Data type: acceleration Number of components recorded: two orthogonal horizontal, one vertical Number of components recorded: two orthogonal horizontal, one vertical Sampling rate: 200s/s (i.e., ΔT=0.005s) Sampling rate: 200s/s (i.e., ΔT=0.005s) 10 seconds of pre-event duration 10 seconds of pre-event duration Unit: Volt Unit: Volt

Selected ETNA Records for Canadian Archive Number of records selected: 76 Number of records selected: 76 Number of components: 228 (=76*3) Number of components: 228 (=76*3) Maximum PGA: 0.2g Maximum PGA: 0.2g Maximum magnitude: 5.4 (2005/03/06) Maximum magnitude: m N 5.4 (2005/03/06)

Typical Record Information Magnitude is currently m N - will be changed to moment magnitude

Storage of ETNA Data Canadian National Waveform Archive Canadian National Waveform Archive i.e., accessible to all through web-based tools Data type: raw data, without baseline Data type: raw data, without baseline correction and filtering correction and filtering Data format: CA Data format: CA Data unit: nVolt (=10 9 *Volt) Data unit: nVolt (=10 9 *Volt) Channel code: HNN (N-S) Channel code: HNN (N-S) HNZ (Vertical) HNZ (Vertical) HNE (E-W) HNE (E-W) “SEED” Convention Orientation code Instrument code Band code

Storage Procedure Step 1: Extract original event file (.EVT) for every record. Step 1: Extract original event file (.EVT) for every record. Step 2: Convert.EVT file into ASCII file, Step 2: Convert.EVT file into ASCII file, generate 3 data files, for N-S, V, and E-W comp. generate 3 data files, for N-S, V, and E-W comp. Step 3: Modify ASCII file. Step 3: Modify ASCII file. (a) add header information, i.e., station code, channel code, (a) add header information, i.e., station code, channel code, event start time, sample rate, and number of data points. event start time, sample rate, and number of data points. (b) change units (Volt  nVolt, i.e., multiply by 10 9 ). (b) change units (Volt  nVolt, i.e., multiply by 10 9 ). Step 4: Generate CA file. Step 4: Generate CA file.

Storage Test Event considered: Riviere-du-Loup Eq. 2005/03/06, m N =5.4 Event considered: Riviere-du-Loup Eq. 2005/03/06, m N =5.4 Station: A11 Station: A11 Component: N-S Component: N-S Software for analysis: SAC Software for analysis: SAC

Acceleration (nVolt) Time (s) N-S waveform recorded at station A11 from 2005/03/06 earthquake

Weak-Motion Monitoring Instruments Seismometers Seismometers Data type: VELOCITY Data type: VELOCITY Number of components recorded: two horizontal components, one vertical component Number of components recorded: two horizontal components, one vertical component Sampling rate: 40s/s, 100s/s Sampling rate: 40s/s, 100s/s Unit: Count Unit: Count

Waveforms Similarity Analysis (ETNA vs. Seismometer Records) Waveforms Similarity Analysis (ETNA vs. Seismometer Records) Extract data from weak-motion database Extract data from weak-motion database Same event: 2005/03/06 Same event: 2005/03/06 Same station: A11 Same station: A11 Same component: N-S Same component: N-S

N-S waveform recorded at station A11 for 2005/03/06 earthquake (weak-motion instrument) Velocity (Count) Time (s) Velocity waveform

Time (s) Acceleration (Count/s) Acceleration waveform

Time (s) Acceleration (Count/s) Acceleration (nVolt) Time-lag (s) strong motion waveform by ETNA weak motion waveform by seismometer

Cross-correlation Functions CCF Time-lag=52.25s Time-lag, n (s)

Correlation coefficient=0.993 Time-traces for segment 10s  15s GOOD AGREEMENT!!!

small difference for 1 to 20 Hz. 10% difference for frequency higher than 20 Hz, and lower than 1.0 Hz. Comparison of FFT Spectra Fourier Spectra Ratio of FFT (strong-motion over weak-motion) 20.00Hz +10% -10%

Conclusions Meta-data for records have been assembled. About 300 records for storage. Meta-data for records have been assembled. About 300 records for storage. Waveform storage procedure for ETNA Waveform storage procedure for ETNA data is established. Similar procedure can be used for SMA data and IA data. data is established. Similar procedure can be used for SMA data and IA data. Data from eastern Canada are ready for uploading to Canadian National Waveform Archive. Data from eastern Canada are ready for uploading to Canadian National Waveform Archive.

Future Work Compilation of GSC IA data. Compilation of GSC IA data. Compilation of digitized SMA-1 data from Saguenay, Miramichi and Nahanni Eqs. Compilation of digitized SMA-1 data from Saguenay, Miramichi and Nahanni Eqs. Assembly of strong motion data from other operators, e.g., Hydro-Quebec, if allowed. Assembly of strong motion data from other operators, e.g., Hydro-Quebec, if allowed. Compilation of analog data – how to make available. Compilation of analog data – how to make available.

Thank you!

Characteristics of IA Data type: acceleration Data type: acceleration Number of components recorded: two orthogonal horizontal, one vertical Number of components recorded: two orthogonal horizontal, one vertical Sampling rate: 100s/s (i.e., ΔT=0.01s) Sampling rate: 100s/s (i.e., ΔT=0.01s) Internet-connected (real-time) Internet-connected (real-time) 2 days continuous data plus triggers recorded on internal flash card 2 days continuous data plus triggers recorded on internal flash card NTP clock, drifts ~0.01 sec NTP clock, drifts ~0.01 sec Price about $2500 Price about $2500 GSC design, now available from GSC design, now available fromGeosig.com