Earthquake catalogues and preparation of input data for PSHA science or art?

Size: px
Start display at page:

Download "Earthquake catalogues and preparation of input data for PSHA science or art?"

Transcription

1 Earthquake catalogues and preparation of input data for PSHA science or art? Marijan Herak Department of Geophysics, Faculty of Science University of Zagreb, Zagreb, Croatia

2 EARTHQUAKE CATALOGUES All catalogues list for each earthquake at least (if available): 1.Origin time 2.Epicentral coordinates 3.Magnitude and/or intensity All other aspects vary from catalogue to catalogue. In particular: 1.Geographical coverage 2.Temporal coverage 3.Magnitude coverage 4.Resolution and precision of parameters 5.Additional parameters listed (hypocentral depth, other magnitudes, references for parameters, fault plane solutions i.e. best double couple, number of read phases used in location, quality indices, uncertainties of parameters, macroseismic data...) 6...

3 EARTHQUAKE CATALOGUES Catalogues are the basic prerequisite and fundamental data source for the PSHA! PROBLEMS: 1.As a rule, national catalogues need to be MERGED with other catalogues in order to obtain coverage of seismic sources well outside the borders of respective countries. Catalogues often need to be merged also to increase temporal coverage (mostly for historical earthquakes). 2.Resulting master catalogue is always quite INHOMOGENEOUS regarding: the type of magnitude the resolution of parameters (e.g. magnitudes to one or two decimals, epicentral coordinates to one, two, three... decimal places, etc.) 3.The catalogue always contains a large (unknown) number of aftershocks and foreshocks. Therefore, it needs to be DECLUSTERED. 4.Resulting master catalogue is always INCOMPLETE regarding magnitude for various periods of reporting, and different geographical areas. There is no universal recipe to deal with MERGING, INHOMOGENEITIES, CLUSTERING and INCOMPLETENESS...

4 EARTHQUAKE CATALOGUES MERGING TWO OR MORE CATALOGUES To compile the working catalogue for the research area a number of regional and/or national catalogues need to be merged together. Typically we have: 1.National catalogues 2.Regional catalogues (EMSC, Balkan UNESCO...) 3.Global catalogues (ISC, NEIC, ANSS...) 4.Historical catalogues (Karnik, Shebalin & Leydecker...) Criteria must be established beforehand for: I.Declaring an earthquake listed in more than one catalog to be one and the same; II.Giving preference to the record from one catalogue when two or more catalogues list the same event. Duplicate events in two or more catalogues Usually spatial temporalmagnitude windows are defined, within which all events are declared to be the same. E.g. period BC 1750: ( M < 0.5 or I < 1 MCS) & T < 1 day & X< 1000 km... period : ( M < 0.2 or I < 0.5 MCS) & T < 5 s & X< 2 km Now, all we have to do is choose the right one...

5 EARTHQUAKE CATALOGUES MERGING TWO OR MORE CATALOGUES Choosing the preferred solution HINTS: 1. Case A National catalog is in principle preferred to others if event is far from its borders (define far!). 2. Case B event is not listed in a national catalog (B1 missing from a, exists in c ), or is close to the border (B2, B3). Of all available solutions choose the one obtained with more data (or better referenced, or the one that has depth reported, or the one that lists more than one magnitude, or the one with more precise location, or the one instrumentally located,...). Or should we just take average coordinates and magnitude? Or weighted average? Or Case C (C not in a ) Use regional or global database with caution if no local solution exists. 4. Case D Use regional or global database well outside the borders, but check if this event is listed also in national catalogues. 5. Always keep track of the originating catalogue! D a C Researc h area B2 B1 b A1 B3 A2 c Earthquake Coverage by national and/or regional catalogues r Political borders

6 EARTHQUAKE CATALOGUES HOMOGENIZATION Homogenizing magnitudes All magnitudes used for PSHA should be of the same kind in these parts of the world M L seems to be most widely used. If other magnitudes are reported, they need to be converted using one of the published conversion formulas (e.g. M S M L ). This is tricky! Beware of extrapolations! If more than one magnitude is reported in the contributing catalogue consistently use either: average median maximum... Other things to do... For events with no depth reported assign default depth for the respective epicentral region. Convert intensities into magnitudes (when no instrumental magnitude exists) using empirical regional formulas. Add flags indicating, e.g.: assigned (fixed) depths epicentral or maximal felt intensity reference for the originating catalogue macroseismic magnitudes...

7 EARTHQUAKE CATALOGUES DECLUSTERING One of the key assumptions earthquakes are independent of each other. They are distributed randomly in time according to the Poisson distribution. Hence, inter event times are distributed exponentially. This is NOT TRUE, unless foreshocks and aftershocks are removed from the catalogue! This is MANDATORY before any analysis is done with catalogue data (for the PSHA). In particular, completeness analyses and determination of the recurrence parameters (Gutenberg Richter relation) must be done on declustered catalogues! DECLUSTERING identify and remove all dependent events Methods: simple space time magnitude dependent windows more sofisticated algorithm for detection of clusters

8 EARTHQUAKE CATALOGUES DECLUSTERING For an earthquake M = M o, X = X o, T = T o : all events with: M < M o, X X o <DX(M o ), T T o < DTa(M o ) are declared aftershocks, and all events with: M < M o, X X o <DX(M o ), T o T < DTf(M o ) are declared foreshocks DX, DTa, DTf are functions of the mainshock magnitude, M o. E.g.: Space time windows STON-SLANO (1996), M = 6.0 M o DX(km) DTa (days) DTa (years) Minimal radius : 15.0 km Minimal time: 15.0 days DTa/DTf = 5

9 EARTHQUAKE CATALOGUES DECLUSTERING Cluster detection Problem with space time windows: Clouds of epicentres are rarely circular Thresholds are defined arbitrarily (at best using statistics and the Omori law) Epicentres ALTERNATIVE: Define cluster in a different way, e.g.: 1.Form initial cluster from aftershocks near the mainshock within the first 2 3 days; 2.Include into the cluster all events that occur closer than D to any of the members of the cluster 3.Stop the cluster formation if T days have passed without any addition to the cluster, but not before T min. 4.Repeat 2 3 if necessary to include missed events in the first run Maximal inter-cluster distance Outside the cluster Initial cluster Clusters defined in this way have no prescribed shape or duration. However, D and T are again arbitrarily defined... Many other algorithms also exist, e. g. the one published by Raesenberg (1985).

10 EARTHQUAKE CATALOGUES DECLUSTERING Testing When declustering is complete, it is recommended to test if the origin times in the resulting mainshock catalogue are distributed according to the Poissonian distribution. Failing the test may be due to: Bad choice of the windowing parameters, or INCOMPLETENESS of the catalogue in the inspected period and for the magnitudes considered. RESIST temptation to shrink windows too much, even if it passes the test! CROATIA: M >= 4.0, Probability of non-exceedance 90% 95% 99% Chi-squared : < Anderson-Darling: < Days No. of earthquakes from to Observed Theor. Ratio CROATIA: M >= 3.5, Probability of non-exceedance 90% 95% 99% Chi-squared : < Anderson-Darling: < Days No. of earthquakes from to Observed Theor. Ratio

11 EARTHQUAKE CATALOGUES DECLUSTERING Croatian Earthquake Catalogue (BC-2006) AFTER BEFORE Assign equivalent magnitude to the main-shock?

12 EARTHQUAKE CATALOGUES COMPLETENESS Gutenberg-Richter relation log n = a bm or log N = A BM log N = log Nref B(M Mref) Croatia, , mainshocks only log n / log N b ML = 0.90 B = 0.85 b = 0.65 log n log N M It is one of the simplest relations in seismology It expresses the most fundamental features of earthquake recurrence (self-similarity, fractal properties...) It is the basis of all probabilistic hazard studies

13 BUT... G R relation does not hold near or beyond M max (where it matters the most!) Use alternative forms, i.e. B b b ML Use maximum likelihood estimate (?). At low magnitudes catalogs are not complete and have different completeness thresholds for different periods of time Conservatively estimate completeness threshold(s), and use appropriate algorithms (but how?) / log n log N a and b values are not constant they vary with time (this is even considered an earthquake precursor!) ALEATORY UNCERTAINTY? (BTW, does M max have aleatory uncertainty?) Seismogenic zones (and especially single fault zones) are often too small to provide enough data to deduce a and b values from observations EPISTEMIC UNCERTAINTY... Consider a number of alternative, arbitrarily weighted, (a,b) value models (logic trees!). But which values to choose and how to weight them? a and b values are not statistically independent!?, see above! What about the uncertainties of estimated a and b?

14 EARTHQUAKE CATALOGUES Methods to estimate completeness I. Inspection of the magnitude frequency graphs a) visual inspection b) testing of slope change (nonparametric algorithms) Croatia, , mainshocks only log n / log N b ML = 0.90 B = 0.85 b = 0.65 log n log N M

15 EARTHQUAKE CATALOGUES Methods to estimate completeness II. Stability of the maximum likelihood b value estimate a) visual inspection b) testing of slope change (nonparametric algorithms) b Time1 Time2 b = log e / (M mean M c M) M c magnitude completeness threshold M c M c, assumed for large M c and for short time periods b becomes unstable

16 EARTHQUAKE CATALOGUES Methods to estimate completeness III.Stability of the activity rate, N ref N ref = (number of earthquakes with M M ref ) / year 1. Compute N ref for a series of sliding time windows 2. Plot against the left window edge 3. Choose the time after which N ref stabilizes Much easier said than done due to aleatory variability of N ref!

17 EARTHQUAKE CATALOGUES Methods to estimate completeness Automatic procedure: 1. Decluster the revised catalogue 2. Divide the territorry into square cells of sides L 3. Exstract subcatalog of mainshocks for each of cells 4. Choose temporal window width, W, and window shift 5. Choose threshold magnitude, M min 6. Choose the year (Y o ) after which the catalogue is certainly complete for M M min and minimum required number of earthquakes (n min ) after Y o 7. Check if there are at least n min events with M M min after Y o if not increase L and start over at point 3 8. Choose initial year, and compute seismicity rate (normalized to 1 year and e.g km 2 ) for each of the temporal windows 9. Find minimum (N 1 ) and maximum (N 2 ) rate after Y o ; Define reference activity N ref as average of N 1 and N Find the first window in which N ref is exceeded. Take the year of the left window edge (Y c ) and declare it as the year when complete reporting begins for M M min for that cell 11. Repeat for all cells, and plot N, Y c and L on maps

18 EARTHQUAKE CATALOGUES Completeness results

19 ZONATION This is the most controversial part of PSHA (personal opinion N seismologists or geologists will produce N significally different zonations... ) This is the art part? Basic guidelines for zonation: 1.Keep the zones large enough to hold statistically significant amount of earthquakes. 2.Keep the zones small enough to keep seismicity homogeneous (with respect to the recurrence law: a, b, M max should be spatially stationary within a zone). 3.The epicentres should be distributed as uniformly as possible (no large aseismic areas within a zone). 4.Do not draw borders along the faults (keep major fault systems within a zone). Seismic source zones DO NOT coincide with geological zones! 5.Borders of zones should not cross the clouds of aftershocks. 6.The style of faulting and geometry of faults should not vary significantly within a zone (e.g. do not mix strike slip with reverse faults). Ideally, each zone should encompass just one fault system. A posteriori... Check if the earthquakes within each zone obey the recurrence law that is inherent in the PSHA procedure adopted. If not, check the catalogue and/or the zoning (enlarge zones?)! Or change the PSHA algorithm...

20 ZONATION All earthquakes Example: B Ad hoc zonation of SE Croatia and adjacent regions: Are the zones F, J, K too large? Does the zone I extend too far to the south? Does the zone F extend too far to the NE? Should the zone I be united with H? Is E a zone at all? Should it be shrunk? What about L? A C K L E D J G F I H

21 ZONATION Or is this better? Mainshocks, M 3.0

22 ESTIMATION OF EARTHQUAKE RECURRENCE PARAMETERS One has to estimate at least 3 parameters for each of the seismogenic zones: 1. a value (or N ref, or λ activity rate for M M ref ) 2. b value (the slope) 3. M max Everything must be done on a declustered catalogue! 1. a value (or N ref, or λ activity rate for M M ref ) 2. b value a and b values are usually estimated using the maximum likelihood (ML) approach For catalogues with completeness varying in time use Weichert s (1980) MLalgorithm, or Kijko and Sellewol (1989, 1992) approach when gaps are present. For fault sources quaternary slip rates are used (when known...). M ref is arbitrarily defined, either as M ref = 0, or as the lowest magnitude of engineering importance (often M ref = 3.5, or even as M ref = 4.0). Drawbacks of ML: 1.No truncation for M max 2.The variances computed do not depend on the quality of fit!

23 ESTIMATION OF EARTHQUAKE RECURRENCE PARAMETERS 3. Maximum magnitude in a zone M max VERY important parameter and most difficult to estimate! 1.Take the largest observed magnitude and increase it by M (e.g. M max = M max,obs + 0.3) Problem: Is observed maximum close enough to maximum possible M? 2.Take the largest observed M in similar tectonic regions around the world Problem: Define similar! 3.Estimate M max from empirical regression relations (e.g. Wells & Coppersmith, 1994) between the observed magnitude and : length of ruptured fault segment rupture area surface rupture... Problem: How to estimate the length of maximal possible future rupture, etc. 4.Use statistics on observed set of magnitudes to estimate the extreme value (e.g. Kijko, 2004) Problem: often diverges, representativeness of observations for the long term behaviour...

24 ESTIMATION OF EARTHQUAKE RECURRENCE PARAMETERS 1. a value (or N ref, or λ activity rate for M M ref ) 2. b value 3. M max 4. Uncertainites Alternative: Use forward modelling! Best parameters are the ones that maximize the probability that the observed sample is drawn from the theoretical distribution described by them... Generate a large number of synthetic catalogues, use e.g. the Kolmogorov Smirnov test to decide if observed catalogue is significantly different from the synthetic one... Advantages: Sets of parameters (N ref, b, c, M max...) are given probability of being the right ones (objectively determined weights in logic trees!) Any kind of recurrence relationship can be used All kinds of uncertainties can easily be handled

25 UNCERTAINTIES 1. Aleatory variability intrinsic variability, inherent to the respective phenomenon Example: variability of observed acceleration or intensity (same magnitude, same distance). It can not be reduced with accumulating more observations. (Or can it?) 2. Epistemic uncertainties uncertainties due to lack of knowledge Example: choice of attenuation relationship, estimated b values for small datasets, locations of epicentres... Aleatory variability is dealt with within the hazard algorithm, e.g. by considering distributions instead of single values. Epistemic uncertainties are handled through a logic tree approach that considers a large number of weighted plausible scenarios (e.g. different attenuation relations, style of faulting, recurrence laws,...). Great care must be exercised to ensure that scenarios are (as much as posssible): mutually exclusive collectivelly exhaustive (these two imply that one of the scenarios is the true one!) the branches of the tree must be independent as a value is correlated with the b value they can not represent separate branches!

26 UNCERTAINTIES recurrence parameters (a, b, M max,...) 1. Aleatory variability is usually neglected! In the case of recurrence parameters this is the same as their temporal variation (which arguably exists)! Example: b N(b o, σ b ) Consequences are quite serious: If b is described by a distribution, than seismicity is characterized by a family of magnitude frequency curves, each of which has its own probability (weight) to become the controlling one at any time...

27 UNCERTAINTIES recurrence parameters (a, b, M max,...) It may be shown that if aleatory variability exist, the number of parameters needed to describe the recurrence relation increases to 10! Gutenberg Richter: 2 parameters Truncated G R: 3 (4) parameters Truncated G R with aleatory variation of parameters: 10 parameters [a o, σ a ] [b o, σ b, c, M max1, M max2, M a1, M a2 ] M ref = 3.5 N ref = The shape of the curve changes! o

28 UNCERTAINTIES recurrence parameters (a, b, M max,...) 2. Epistemic uncertainties represent our lack of knowledge Deal with it by logic-trees assign viable recurrence models to a number of branches! Besides recurrence parameters, consider also alternative models (branches) for: zonation attenuation laws recurrence law (characteristic earthquake, G-R,...) soil amplification... The number of branches may become very large bootstraping methods may help, but strictly speaking they violate the logic of logic-trees... Zone A Along with their aleatory variabilities! a 1, b 1, M max1 w = 0.3 a 2, b 2, M max2 w = 0.4 a 3, b 3, M max3 w = 0.3 Att-1,w = 0.5 Att-2,w = 0.5 Att-1,w = 0.5 Att-2,w = 0.5 Att-1,w = 0.5 Att-2,w = 0.5 Att-1,w = 0.5 Att-2,w = 0.5 Att-1,w = 0.5 Att-2,w = 0.5 Att-1,w = 0.5 Att-2,w = 0.5

29 SCIENCE or art? for pesimists: Ars cum grano scientiae or for optimists: Scientia cum grano artis!

Unified BSHAP Earthquake Catalogue

Unified BSHAP Earthquake Catalogue NATO Science for Peace and Security Programme CLOSING CONFERENCE OF THE NATO SfP 983054 (BSHAP) PROJECT Harmonization of Seismic Hazard Maps for the Western Balkan Countries October 24, 2011 Ankara, Turkey

More information

A GLOBAL MODEL FOR AFTERSHOCK BEHAVIOUR

A GLOBAL MODEL FOR AFTERSHOCK BEHAVIOUR A GLOBAL MODEL FOR AFTERSHOCK BEHAVIOUR Annemarie CHRISTOPHERSEN 1 And Euan G C SMITH 2 SUMMARY This paper considers the distribution of aftershocks in space, abundance, magnitude and time. Investigations

More information

AN OVERVIEW AND GUIDELINES FOR PROBABILISTIC SEISMIC HAZARD MAPPING

AN OVERVIEW AND GUIDELINES FOR PROBABILISTIC SEISMIC HAZARD MAPPING CO 2 TRACCS INTERNATIONAL WORKSHOP Bucharest, 2 September, 2012 AN OVERVIEW AND GUIDELINES FOR PROBABILISTIC SEISMIC HAZARD MAPPING M. Semih YÜCEMEN Department of Civil Engineering and Earthquake Studies

More information

Regional Workshop on Essential Knowledge of Site Evaluation Report for Nuclear Power Plants.

Regional Workshop on Essential Knowledge of Site Evaluation Report for Nuclear Power Plants. Regional Workshop on Essential Knowledge of Site Evaluation Report for Nuclear Power Plants. Development of seismotectonic models Ramon Secanell Kuala Lumpur, 26-30 August 2013 Overview of Presentation

More information

EARTHQUAKE HAZARD ASSESSMENT IN KAZAKHSTAN

EARTHQUAKE HAZARD ASSESSMENT IN KAZAKHSTAN EARTHQUAKE HAZARD ASSESSMENT IN KAZAKHSTAN Dr Ilaria Mosca 1 and Dr Natalya Silacheva 2 1 British Geological Survey, Edinburgh (UK) imosca@nerc.ac.uk 2 Institute of Seismology, Almaty (Kazakhstan) silacheva_nat@mail.ru

More information

L. Danciu, D. Giardini, J. Wößner Swiss Seismological Service ETH-Zurich Switzerland

L. Danciu, D. Giardini, J. Wößner Swiss Seismological Service ETH-Zurich Switzerland BUILDING CAPACITIES FOR ELABORATION OF NDPs AND NAs OF THE EUROCODES IN THE BALKAN REGION Experience on the field of seismic hazard zonation SHARE Project L. Danciu, D. Giardini, J. Wößner Swiss Seismological

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

Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36)

Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36) Lecture 34 Topics Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36) 7.3 DETERMINISTIC SEISMIC HAZARD ANALYSIS 7.4 PROBABILISTIC SEISMIC HAZARD ANALYSIS 7.4.1 Earthquake Source Characterization 7.4.2

More information

6 Source Characterization

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

More information

Overview of Seismic PHSA Approaches with Emphasis on the Management of Uncertainties

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

More information

Quantifying the effect of declustering on probabilistic seismic hazard

Quantifying the effect of declustering on probabilistic seismic hazard Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Quantifying the effect of declustering on probabilistic

More information

PSHA results for the BSHAP region

PSHA results for the BSHAP region NATO Science for Peace and Security Programme CLOSING CONFERENCE OF THE NATO SfP 983054 (BSHAP) PROJECT Harmonization of Seismic Hazard Maps for the Western Balkan Countries October 23, 2011 Ankara, Turkey

More information

ANVS Guidelines on Seismic Hazards in Site Evaluation for Nuclear Installations (revised version of IAEA standard SSG-9, 2010)

ANVS Guidelines on Seismic Hazards in Site Evaluation for Nuclear Installations (revised version of IAEA standard SSG-9, 2010) ANVS Guidelines on Seismic Hazards in Site Evaluation for Nuclear Installations (revised version of IAEA standard SSG-9, 2010) 1 Foreword The ANVS (the Authority for Nuclear Safety and Radiation Protection)

More information

THE ECAT SOFTWARE PACKAGE TO ANALYZE EARTHQUAKE CATALOGUES

THE ECAT SOFTWARE PACKAGE TO ANALYZE EARTHQUAKE CATALOGUES THE ECAT SOFTWARE PACKAGE TO ANALYZE EARTHQUAKE CATALOGUES Tuba Eroğlu Azak Akdeniz University, Department of Civil Engineering, Antalya Turkey tubaeroglu@akdeniz.edu.tr Abstract: Earthquakes are one of

More information

Testing for Poisson Behavior

Testing for Poisson Behavior Testing for Poisson Behavior Philip B. Stark Department of Statistics, UC Berkeley joint with Brad Luen 17 April 2012 Seismological Society of America Annual Meeting San Diego, CA Quake Physics versus

More information

I.D. Gupta. Central Water and Power Research Station Khadakwasla, Pune ABSTRACT

I.D. Gupta. Central Water and Power Research Station Khadakwasla, Pune ABSTRACT ISET Journal of Earthquake Technology, Paper No. 480, Vol. 44, No. 1, March 2007, pp. 127 167 PROBABILISTIC SEISMIC HAZARD ANALYSIS METHOD FOR MAPPING OF SPECTRAL AMPLITUDES AND OTHER DESIGN- SPECIFIC

More information

Introduction to Probabilistic Seismic Hazard Analysis

Introduction to Probabilistic Seismic Hazard Analysis Introduction to Probabilistic Seismic Hazard Analysis (Extended version of contribution by A. Kijko, Encyclopedia of Solid Earth Geophysics, Harsh Gupta (Ed.), Springer, 2011). Seismic Hazard Encyclopedia

More information

log (N) 2.9<M< <M< <M< <M<4.9 tot in bin [N] = Mid Point M log (N) =

log (N) 2.9<M< <M< <M< <M<4.9 tot in bin [N] = Mid Point M log (N) = Solution Set for Assignment Exercise : Gutenberg-Richter relationship: log() = a + b. M A) For a time period between January, 90 to December 3, 998 tot in bin [] = 450 6 57 22 7 5 Mid Point M 3.5 3.65

More information

Simulated and Observed Scaling in Earthquakes Kasey Schultz Physics 219B Final Project December 6, 2013

Simulated and Observed Scaling in Earthquakes Kasey Schultz Physics 219B Final Project December 6, 2013 Simulated and Observed Scaling in Earthquakes Kasey Schultz Physics 219B Final Project December 6, 2013 Abstract Earthquakes do not fit into the class of models we discussed in Physics 219B. Earthquakes

More information

EARTHQUAKE CLUSTERS, SMALL EARTHQUAKES

EARTHQUAKE CLUSTERS, SMALL EARTHQUAKES EARTHQUAKE CLUSTERS, SMALL EARTHQUAKES AND THEIR TREATMENT FOR HAZARD ESTIMATION Gary Gibson and Amy Brown RMIT University, Melbourne Seismology Research Centre, Bundoora AUTHORS Gary Gibson wrote his

More information

Actual practices of seismic strong motion estimation at NPP sites

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)

More information

Seismic Microzonation via PSHA Methodology and Illustrative Examples

Seismic Microzonation via PSHA Methodology and Illustrative Examples Seismic Microzonation via PSHA Methodology and Illustrative Examples I.D. Gupta Central Water and Power Research Station, Khadakwasla, Pune idgrh4@yahoo.com A Workshop on Microzonation Interline Publishing,

More information

Seismic Analysis of Structures Prof. T.K. Datta Department of Civil Engineering Indian Institute of Technology, Delhi. Lecture 03 Seismology (Contd.

Seismic Analysis of Structures Prof. T.K. Datta Department of Civil Engineering Indian Institute of Technology, Delhi. Lecture 03 Seismology (Contd. Seismic Analysis of Structures Prof. T.K. Datta Department of Civil Engineering Indian Institute of Technology, Delhi Lecture 03 Seismology (Contd.) In the previous lecture, we discussed about the earth

More information

SEISMIC HAZARD CHARACTERIZATION AND RISK EVALUATION USING GUMBEL S METHOD OF EXTREMES (G1 AND G3) AND G-R FORMULA FOR IRAQ

SEISMIC HAZARD CHARACTERIZATION AND RISK EVALUATION USING GUMBEL S METHOD OF EXTREMES (G1 AND G3) AND G-R FORMULA FOR IRAQ 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 2898 SEISMIC HAZARD CHARACTERIZATION AND RISK EVALUATION USING GUMBEL S METHOD OF EXTREMES (G1 AND G3)

More information

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR WARANGAL CONSIDERING SINGLE SEISMOGENIC ZONING

IGC. 50 th INDIAN GEOTECHNICAL CONFERENCE PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR WARANGAL CONSIDERING SINGLE SEISMOGENIC ZONING 50 th IGC 50 th INDIAN GEOTECHNICAL CONFERENCE 17 th 19 th DECEMBER 2015, Pune, Maharashtra, India Venue: College of Engineering (Estd. 1854), Pune, India PROBABILISTIC SEISMIC HAZARD ANALYSIS FOR WARANGAL

More information

Site specific seismic hazard assessment a case study of Guanyin offshore wind farm 場址特定地震危害度評估 - 以觀音離岸風力發電廠為例

Site specific seismic hazard assessment a case study of Guanyin offshore wind farm 場址特定地震危害度評估 - 以觀音離岸風力發電廠為例 Site specific seismic hazard assessment a case study of Guanyin offshore wind farm 場址特定地震危害度評估 - 以觀音離岸風力發電廠為例 Supervisor : Dr. Chyi-Tyi Lee and Dr. Kuo-Fong Ma Speaker : Jia-Cian Gao 2018/04/26 1 1. A

More information

Earthquake Clustering and Declustering

Earthquake Clustering and Declustering Earthquake Clustering and Declustering Philip B. Stark Department of Statistics, UC Berkeley joint with (separately) Peter Shearer, SIO/IGPP, UCSD Brad Luen 4 October 2011 Institut de Physique du Globe

More information

Are Declustered Earthquake Catalogs Poisson?

Are Declustered Earthquake Catalogs Poisson? Are Declustered Earthquake Catalogs Poisson? Philip B. Stark Department of Statistics, UC Berkeley Brad Luen Department of Mathematics, Reed College 14 October 2010 Department of Statistics, Penn State

More information

Preliminary probabilistic seismic hazard assessment for the Nuclear Power Plant Bohunice (Slovakia) site

Preliminary probabilistic seismic hazard assessment for the Nuclear Power Plant Bohunice (Slovakia) site Preliminary probabilistic seismic hazard assessment for the Nuclear Power Plant Bohunice (Slovakia) site P. Labák, A. Bystrická & P. Moczo Geophysical Institute, Slovak Academy of Sciences, Dúbravská cesta

More information

Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36)

Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36) Lecture 35 Topics Module 7 SEISMIC HAZARD ANALYSIS (Lectures 33 to 36) 7.4.4 Predictive Relationships 7.4.5 Temporal Uncertainty 7.4.6 Poisson Model 7.4.7 Other Models 7.4.8 Model Applicability 7.4.9 Probability

More information

Gutenberg-Richter recurrence law to seismicity analysis of Bangladesh

Gutenberg-Richter recurrence law to seismicity analysis of Bangladesh IABSE-JSCE Joint Conference on Advances in Bridge Engineering-III, August 21-22, 2015, Dhaka, Bangladesh. ISBN: 978-984-33-9313-5 Amin, Okui, Bhuiyan, Ueda (eds.) www.iabse-bd.org Gutenberg-Richter recurrence

More information

ROSE SCHOOL AN INVESTIGATIVE STUDY ON THE MODELLING OF EARTHQUAKE HAZARD FOR LOSS ASSESSMENT

ROSE SCHOOL AN INVESTIGATIVE STUDY ON THE MODELLING OF EARTHQUAKE HAZARD FOR LOSS ASSESSMENT I.U.S.S. Istituto Universitario di Studi Superiori Università degli Studi di Pavia EUROPEAN SCHOOL FOR ADVANCED STUDIES IN REDUCTION OF SEISMIC RISK ROSE SCHOOL AN INVESTIGATIVE STUDY ON THE MODELLING

More information

SEISMIC HAZARD ANALYSIS. Instructional Material Complementing FEMA 451, Design Examples Seismic Hazard Analysis 5a - 1

SEISMIC HAZARD ANALYSIS. Instructional Material Complementing FEMA 451, Design Examples Seismic Hazard Analysis 5a - 1 SEISMIC HAZARD ANALYSIS Instructional Material Complementing FEMA 451, Design Examples Seismic Hazard Analysis 5a - 1 Seismic Hazard Analysis Deterministic procedures Probabilistic procedures USGS hazard

More information

SEISMIC HAZARD ASSESSMENT IN ROMANIA

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

More information

Probabilistic seismic hazard maps for the Japanese islands

Probabilistic seismic hazard maps for the Japanese islands Soil Dynamics and Earthquake Engineering 20 (2000) 485±491 www.elsevier.com/locate/soildyn Probabilistic seismic hazard maps for the Japanese islands A. Kijko a, A.O. OÈ ncel b, * a Council for Geoscience,

More information

SEISMIC INPUT FOR CHENNAI USING ADAPTIVE KERNEL DENSITY ESTIMATION TECHNIQUE

SEISMIC INPUT FOR CHENNAI USING ADAPTIVE KERNEL DENSITY ESTIMATION TECHNIQUE SEISMIC INPUT FOR CHENNAI USING ADAPTIVE KERNEL DENSITY ESTIMATION TECHNIQUE G. R. Dodagoudar Associate Professor, Indian Institute of Technology Madras, Chennai - 600036, goudar@iitm.ac.in P. Ragunathan

More information

Discussing SHARE PSHA results for France

Discussing SHARE PSHA results for France International Symposium Qualification of dynamic analyses of dams and their equipments and of probabilistic seismic hazard assessment in Europe 31th August 2nd September 2016 Saint-Malo AFPS Working Group

More information

Challenges and Strategies for Monitoring Induced Seismic Activity

Challenges and Strategies for Monitoring Induced Seismic Activity Challenges and Strategies for Monitoring Induced Seismic Activity Designing and operating induced seismic monitoring networks to meet regulations Dario Baturan Geophysical Society of Tulsa 2015 Introduction

More information

Forecasting Hazard from Induced Earthquakes. Ryan Schultz

Forecasting Hazard from Induced Earthquakes. Ryan Schultz Forecasting Hazard from Induced Earthquakes Ryan Schultz Overview 1) Probabilistic Seismic Hazard Analysis (PSHA). Ground Motions Parameters Earthquake Catalogues & Recurrence Relations GMPEs Hazard Calculation

More information

Appendix O: Gridded Seismicity Sources

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

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

Earthquakes and seismic hazard in Sweden

Earthquakes and seismic hazard in Sweden Earthquakes and seismic hazard in Sweden Björn Lund, Roland Roberts & Reynir Bödvarsson Uppsala University Outline Nordic and Swedish seismicity Comparison to plate boundary seismicity in Japan. Extrapolation

More information

PROBABILISTIC SEISMIC HAZARD MAPS AT GROUND SURFACE IN JAPAN BASED ON SITE EFFECTS ESTIMATED FROM OBSERVED STRONG-MOTION RECORDS

PROBABILISTIC SEISMIC HAZARD MAPS AT GROUND SURFACE IN JAPAN BASED ON SITE EFFECTS ESTIMATED FROM OBSERVED STRONG-MOTION RECORDS 13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3488 PROBABILISTIC SEISMIC HAZARD MAPS AT GROUND SURFACE IN JAPAN BASED ON SITE EFFECTS ESTIMATED FROM

More information

Seismic Hazard Assessment of Switzerland, Falko Bethmann October 1 st, 2008

Seismic Hazard Assessment of Switzerland, Falko Bethmann October 1 st, 2008 Seismic Hazard Assessment of Switzerland, 2004 Falko Bethmann October 1 st, 2008 Outline Definition of earthquake sources Definition of seismic recurrence characteristics for each source Ground motion

More information

A hybrid probabilistic seismic hazard analysis of a low and moderate seismic region: Sri Lanka a case study

A hybrid probabilistic seismic hazard analysis of a low and moderate seismic region: Sri Lanka a case study Proceedings of the Tenth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Pacific 6-8 November 2015, Sydney, Australia A hybrid probabilistic seismic hazard analysis of a low

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

PROBABILISTIC SEISMIC HAZARD MAPPING IN SLOVENIA

PROBABILISTIC SEISMIC HAZARD MAPPING IN SLOVENIA PROBABILISTIC SEISMIC HAZARD MAPPING IN SLOVENIA Janez K LAPAJNE 1, Barbara SKET-MOTNIKAR 2 And Polona ZUPANCIC 3 SUMMARY This study of probabilistic seismic hazard mapping in Slovenia is based on: 1 the

More information

Probabilistic seismic hazard estimation in low-seismicity regions considering non-poissonian seismic occurrence

Probabilistic seismic hazard estimation in low-seismicity regions considering non-poissonian seismic occurrence Geophys. J. Int. (26) 164, 543 55 doi: 1.1111/j.1365-246X.26.2863.x Probabilistic seismic hazard estimation in low-seismicity regions considering non-poissonian seismic occurrence Céline Beauval, Sebastian

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

Towards a New Seismic Hazard Assessment of Albania

Towards a New Seismic Hazard Assessment of Albania Towards a New Seismic Hazard Assessment of Albania Ll. Duni & N. Kuka Institute of Geosciences, Polytechnic University of Tirana, Albania Sh. Kuka, A. Fundo Faculty of Mathematical and Physical Engineering,

More information

2 Approaches To Developing Design Ground Motions

2 Approaches To Developing Design Ground Motions 2 Approaches To Developing Design Ground Motions There are two basic approaches to developing design ground motions that are commonly used in practice: deterministic and probabilistic. While both approaches

More information

Theory of earthquake recurrence times

Theory of earthquake recurrence times Theory of earthquake recurrence times Alex SAICHEV1,2 and Didier SORNETTE1,3 1ETH Zurich, Switzerland 2Mathematical Department, Nizhny Novgorod State University, Russia. 3Institute of Geophysics and Planetary

More information

5. Probabilistic Seismic Hazard Analysis

5. Probabilistic Seismic Hazard Analysis Probabilistic Seismic Hazard Analysis (PSHA) proposed by C.A. Cornell (1968) used to determine the design earthquake for all locations in USA. PSHA gives a relative quantification i of the design earthquake,

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

Seismic Hazard Assessment for Specified Area

Seismic Hazard Assessment for Specified Area ESTIATION OF AXIU REGIONAL AGNITUDE m At present there is no generally accepted method for estimating the value of the imum regional magnitude m. The methods for evaluating m fall into two main categories:

More information

SUPPLEMENTARY INFORMATION

SUPPLEMENTARY INFORMATION SUPPLEMENTARY INFORMATION DOI: 1.138/NGEO177 The Long Precursory Phase of Most Large Interplate Earthquakes Supplementary Information Supplementary Methods 1. Data and Classification We select the earthquakes

More information

ISC: SERVING EARTHQUAKE ENGINEER COMMUNITY Gaspà Rebull, O. 1, Gibson G. 2 and Storchak D. A. 1. International Seismological Centre, UK 2

ISC: SERVING EARTHQUAKE ENGINEER COMMUNITY Gaspà Rebull, O. 1, Gibson G. 2 and Storchak D. A. 1. International Seismological Centre, UK 2 ABSTRACT ISC: SERVING EARTHQUAKE ENGINEER COMMUNITY Gaspà Rebull, O. 1, Gibson G. 2 and Storchak D. A. 1 1 International Seismological Centre, UK 2 Environmental Systems and Services, Australia E-mail:

More information

Limitations of Earthquake Triggering Models*

Limitations of Earthquake Triggering Models* Limitations of Earthquake Triggering Models* Peter Shearer IGPP/SIO/U.C. San Diego September 16, 2009 Earthquake Research Institute * in Southern California Why do earthquakes cluster in time and space?

More information

Codal provisions of seismic hazard in Northeast India

Codal provisions of seismic hazard in Northeast India Codal provisions of seismic hazard in Northeast India Sandip Das 1, Vinay K. Gupta 1, * and Ishwer D. Gupta 2 1 Department of Civil Engineering, Indian Institute of Technology, Kanpur 208 016, India 2

More information

THE ROLE OF EPSILON FOR THE IDENTIFICATION OF GROUPS OF EARTHQUAKE INPUTS OF GIVEN HAZARD

THE ROLE OF EPSILON FOR THE IDENTIFICATION OF GROUPS OF EARTHQUAKE INPUTS OF GIVEN HAZARD THE ROLE OF EPSILON FOR THE IDENTIFICATION OF GROUPS OF EARTHQUAKE INPUTS OF GIVEN HAZARD Tomaso TROMBETTI Stefano SILVESTRI * Giada GASPARINI University of Bologna, Italy THE ISSUE 2 THE ISSUE 3 m 3 u

More information

Probabilistic Seismic Hazard Analysis of Nepal considering Uniform Density Model

Probabilistic Seismic Hazard Analysis of Nepal considering Uniform Density Model Proceedings of IOE Graduate Conference, 2016 pp. 115 122 Probabilistic Seismic Hazard Analysis of Nepal considering Uniform Density Model Sunita Ghimire 1, Hari Ram Parajuli 2 1 Department of Civil Engineering,

More information

From the Testing Center of Regional Earthquake Likelihood Models. to the Collaboratory for the Study of Earthquake Predictability

From the Testing Center of Regional Earthquake Likelihood Models. to the Collaboratory for the Study of Earthquake Predictability From the Testing Center of Regional Earthquake Likelihood Models (RELM) to the Collaboratory for the Study of Earthquake Predictability (CSEP) Danijel Schorlemmer, Matt Gerstenberger, Tom Jordan, Dave

More information

Seismic Hazards in Site Evaluation for Nuclear Installations

Seismic Hazards in Site Evaluation for Nuclear Installations 27 November 2018 IAEA SAFETY STANDARDS for protecting people and the environment Step 8 Soliciting comments by Member States Seismic Hazards in Site Evaluation for Nuclear Installations DRAFT SAFETY GUIDE

More information

Performance of national scale smoothed seismicity estimates of earthquake activity rates. Abstract

Performance of national scale smoothed seismicity estimates of earthquake activity rates. Abstract Performance of national scale smoothed seismicity estimates of earthquake activity rates Jonathan Griffin 1, Graeme Weatherill 2 and Trevor Allen 3 1. Corresponding Author, Geoscience Australia, Symonston,

More information

An evaluation of epistemic and random uncertainties included in attenuation relationship parameters

An evaluation of epistemic and random uncertainties included in attenuation relationship parameters ABSTRACT : An evaluation of epistemic and random uncertainties included in attenuation relationship parameters N. Humbert and E. Viallet Engineer, EDF SEPTEN, Dept. of Dynamics & Earthquake Engineering,

More information

Estimation of Gutenberg-Richter seismicity parameters for the Bundaberg region using piecewise extended Gumbel analysis

Estimation of Gutenberg-Richter seismicity parameters for the Bundaberg region using piecewise extended Gumbel analysis Estimation of Gutenberg-Richter seismicity parameters for the Bundaberg region using piecewise extended Gumbel analysis Abstract Mike Turnbull Central Queensland University The Gumbel statistics of extreme

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

Probabilistic Tsunami Hazard Analysis. Hong Kie Thio AECOM, Los Angeles

Probabilistic Tsunami Hazard Analysis. Hong Kie Thio AECOM, Los Angeles Probabilistic Tsunami Hazard Analysis Hong Kie Thio AECOM, Los Angeles May 18, 2015 Overview Introduction Types of hazard analysis Similarities and differences to seismic hazard Methodology Elements o

More information

Tectonic Hazard Evaluations for Korean Nuclear Sites

Tectonic Hazard Evaluations for Korean Nuclear Sites Tectonic Hazard Evaluations for Korean Nuclear Sites June 13-17, 2011 Jakarta, INDONESIA Hyunwoo LEE (heanu@kins.re.kr) Korea Institute of Nuclear Safety 1 2 3 4 5 Introduction Tectonic Environment of

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

Shaking Down Earthquake Predictions

Shaking Down Earthquake Predictions Shaking Down Earthquake Predictions Department of Statistics University of California, Davis 25 May 2006 Philip B. Stark Department of Statistics University of California, Berkeley www.stat.berkeley.edu/

More information

Short-Term Properties of Earthquake Catalogs and Models of Earthquake Source

Short-Term Properties of Earthquake Catalogs and Models of Earthquake Source Bulletin of the Seismological Society of America, Vol. 94, No. 4, pp. 1207 1228, August 2004 Short-Term Properties of Earthquake Catalogs and Models of Earthquake Source by Yan Y. Kagan Abstract I review

More information

C05 Evaluation of Earthquake Hazard Parameters for the Different Regions in the Western Anatolia for Whole Time Periods

C05 Evaluation of Earthquake Hazard Parameters for the Different Regions in the Western Anatolia for Whole Time Periods C05 Evaluation of Earthquake Hazard Parameters for the Different Regions in the Western Anatolia for Whole Time Periods Y. Bayrak* (Karadeniz Technical University) & E. Bayrak (Karadeniz Technical University)

More information

Naturgefahren Erdbebenrisiko. Seismische Gefährdungsanalyse. Evaluation of earthquake hazard

Naturgefahren Erdbebenrisiko. Seismische Gefährdungsanalyse. Evaluation of earthquake hazard Naturgefahren Erdbebenrisiko Nachdiplomkurs in angewandten Erdwissenschaft 15-19 Mai 2000 Seismische Gefährdungsanalyse ------------------------------------------- Evaluation of earthquake hazard Souad

More information

ETH Swiss Federal Institute of Technology Zürich

ETH Swiss Federal Institute of Technology Zürich Swiss Federal Institute of Technology Zürich Earthquake Statistics using ZMAP Recent Results Danijel Schorlemmer, Stefan Wiemer Zürich, Swiss Seismological Service, Switzerland Contributions by: Matt Gerstenberger

More information

Southern California Earthquake Center Collaboratory for the Study of Earthquake Predictability (CSEP) Thomas H. Jordan

Southern California Earthquake Center Collaboratory for the Study of Earthquake Predictability (CSEP) Thomas H. Jordan Southern California Earthquake Center Collaboratory for the Study of Earthquake Predictability (CSEP) Thomas H. Jordan SCEC Director & Professor, University of Southern California 5th Joint Meeting of

More information

Statistical Seismic Landslide Hazard Analysis: an Example from Taiwan

Statistical Seismic Landslide Hazard Analysis: an Example from Taiwan Statistical Seismic Landslide Hazard Analysis: an Example from Taiwan Chyi-Tyi Lee Graduate Institute of Applied Geology, National Central University, Taiwan Seismology Forum 27: Natural Hazards and Surface

More information

Reply to the comments of the Anonymous Referee #1.

Reply to the comments of the Anonymous Referee #1. Response to comments by the reviewers and editor We appreciate the comments and suggestions from the editor and reviewers, which have allowed us to greatly improve our manuscript. All comments have been

More information

Uncertainties in a probabilistic model for seismic hazard analysis in Japan

Uncertainties in a probabilistic model for seismic hazard analysis in Japan Uncertainties in a probabilistic model for seismic hazard analysis in Japan T. Annaka* and H. Yashiro* * Tokyo Electric Power Services Co., Ltd., Japan ** The Tokio Marine and Fire Insurance Co., Ltd.,

More information

Seismic Hazard & Risk Assessment

Seismic Hazard & Risk Assessment Seismic Hazard & Risk Assessment HAZARD ASSESSMENT INVENTORY OF ELEMENTS AT RISK VULNERABILITIES RISK ASSESSMENT METHODOLOGY AND SOFTWARE LOSS RESULTS Event Local Site Effects: Attenuation of Seismic Energy

More information

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 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

More information

Aspects of risk assessment in power-law distributed natural hazards

Aspects of risk assessment in power-law distributed natural hazards Natural Hazards and Earth System Sciences (2004) 4: 309 313 SRef-ID: 1684-9981/nhess/2004-4-309 European Geosciences Union 2004 Natural Hazards and Earth System Sciences Aspects of risk assessment in power-law

More information

Abstract. 1 Introduction

Abstract. 1 Introduction Macroseismic intensity versos distance: constraints to the attenuation model L. Peruzza CNR, Gruppo Nazionaleper la Difesa dai Terremoti, at OGS, 2077, 34076 Abstract Constraints in the way of deriving

More information

Development of U. S. National Seismic Hazard Maps and Implementation in the International Building Code

Development of U. S. National Seismic Hazard Maps and Implementation in the International Building Code Development of U. S. National Seismic Hazard Maps and Implementation in the International Building Code Mark D. Petersen (U.S. Geological Survey) http://earthquake.usgs.gov/hazmaps/ Seismic hazard analysis

More information

Building up Seismsic Models for Ground Motion Prediction of Taiwan: Problems and Challenges

Building up Seismsic Models for Ground Motion Prediction of Taiwan: Problems and Challenges Building up Seismsic Models for Ground Motion Prediction of Taiwan: Problems and Challenges Kuo-Fong Ma 馬國鳳 Institute of Geophysics National Central University What approaches we can make toward a reliable

More information

Department of Civil Engineering, Serbia

Department of Civil Engineering, Serbia FACTA UNIVERSITATIS Series: Architecture and Civil Engineering Vol. 10, N o 2, 2012, pp. 131-154 DOI: 10.2298/FUACE1202131B TOWARDS PREPARATION OF DESIGN SPECTRA FOR SERBIAN NATIONAL ANNEX TO EUROCODE

More information

P32 Temporal and Spatial Variations of b-value in the Western Anatolia

P32 Temporal and Spatial Variations of b-value in the Western Anatolia P32 Temporal and Spatial Variations of b-value in the Western Anatolia E. Bayrak* (Karadeniz Technical University) & Y. Bayrak (Karadeniz Technical University) SUMMARY The b-value calculated in time and

More information

log 4 0.7m log m Seismic Analysis of Structures by TK Dutta, Civil Department, IIT Delhi, New Delhi. Module 1 Seismology Exercise Problems :

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

More information

An entire branch of Earth science, called, is devoted to the study of earthquakes.

An entire branch of Earth science, called, is devoted to the study of earthquakes. Lesson One Essential Question Where do earthquakes take place? What causes earthquakes? What are three different types of faults that occur at plate boundaries? How does energy from earthquakes travels

More information

I N T R O D U C T I O N T O P R O B A B I L I S T I C S E I S M I C H A Z A R D A N A LY S I S

I N T R O D U C T I O N T O P R O B A B I L I S T I C S E I S M I C H A Z A R D A N A LY S I S I N T R O D U C T I O N T O P R O B A B I L I S T I C S E I S M I C H A Z A R D A N A LY S I S J A C K W. B A K E R Copyright 2015 Jack W. Baker Preferred citation for this document: Baker, Jack W. (2015)

More information

Supporting Information for Break of slope in earthquake-size distribution reveals creep rate along the San Andreas fault system

Supporting Information for Break of slope in earthquake-size distribution reveals creep rate along the San Andreas fault system GEOPHYSICAL RESEARCH LETTERS Supporting Information for Break of slope in earthquake-size distribution reveals creep rate along the San Andreas fault system Inessa Vorobieva, 1,2 Peter Shebalin, 1,2 Clément

More information

Space-time clustering of seismicity in California and the distance dependence of earthquake triggering

Space-time clustering of seismicity in California and the distance dependence of earthquake triggering JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 117,, doi:10.1029/2012jb009471, 2012 Space-time clustering of seismicity in California and the distance dependence of earthquake triggering P. M. Shearer 1 Received

More information

EARTHQUAKE HAZARD ANALYSIS: MUSKRAT DAMSITE, LOWER CHURCHILL, LABRADOR. Draft Report: May 22, 2014

EARTHQUAKE HAZARD ANALYSIS: MUSKRAT DAMSITE, LOWER CHURCHILL, LABRADOR. Draft Report: May 22, 2014 EARTHQUAKE HAZARD ANALYSIS: MUSKRAT DAMSITE, LOWER CHURCHILL, LABRADOR Draft Report: May 22, 2014 By: Gail M. Atkinson, Ph.D. Engineering Seismologist For: SNC Lavalin Ltd. 1 TABLE OF CONTENTS Executive

More information

THE SEISMIC HAZARD MODELLER S TOOLKIT: AN OPEN- SOURCE LIBRARY FOR THE CONSTRUCTION OF PROBABILISTIC SEISMIC HAZARD MODELS

THE SEISMIC HAZARD MODELLER S TOOLKIT: AN OPEN- SOURCE LIBRARY FOR THE CONSTRUCTION OF PROBABILISTIC SEISMIC HAZARD MODELS THE SEISMIC HAZARD MODELLER S TOOLKIT: AN OPEN- SOURCE LIBRARY FOR THE CONSTRUCTION OF PROBABILISTIC SEISMIC HAZARD MODELS Graeme WEATHERILL 1, Luis RODRÍGUEZ 2, Marco PAGANI 3 ABSTRACT The methodology

More information

Proximity to Past Earthquakes as a Least-Astonishing Hypothesis for Forecasting Locations of Future Earthquakes

Proximity to Past Earthquakes as a Least-Astonishing Hypothesis for Forecasting Locations of Future Earthquakes Bulletin of the Seismological Society of America, Vol. 101, No. 4, pp. 1618 1629, August 2011, doi: 10.1785/0120090164 Proximity to Past Earthquakes as a Least-Astonishing Hypothesis for Forecasting Locations

More information

Spatial variation of maximum considered and design basis earthquakes in peninsular India

Spatial variation of maximum considered and design basis earthquakes in peninsular India Spatial variation of maximum considered and design basis earthquakes in peninsular India Kishor Jaiswal and Ravi Sinha* Department of Civil Engineering, Indian Institute of Technology Bombay, Mumbai 400

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

CHARACTERIZATION OF EARTHQUAKE SHAKING EFFECTS

CHARACTERIZATION OF EARTHQUAKE SHAKING EFFECTS 1. Introduction CHARACTERIZATION OF EARTHQUAKE SHAKING EFFECTS This section presents information on engineering seismology and engineering characterization of earthquakes. The key references for this module

More information

SEISMIC HAZARD ASSESSMENT IN A MODERATE SEISMICITY REGION, HONG KONG

SEISMIC HAZARD ASSESSMENT IN A MODERATE SEISMICITY REGION, HONG KONG th World Conference on Earthquake Engineering Vancouver, B.C., Canada August -, 4 Paper No. 9 SEISMIC HAZARD ASSESSMENT IN A MODERATE SEISMICITY REGION, HONG KONG Matthew FREE, Jack PAPPIN, Raymond KOO

More information

Between Seismology and Seismic Design

Between Seismology and Seismic Design Between Seismology and Seismic Design Prof. Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano Milano, 10 dicembre 2013 Outline 2 Seismic hazard analysis for critical facilities SIGMA

More information