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    UsingRobustSimulationtoCharacterize Uncertainties in

    CatastropheLoss

    Assessments

    Yajie J.Lee,CraigE.Taylor,Zhenghui Hu,WilliamP.Graf,

    CharlesK.

    Huyck

    RAACatModeling2014

    February1113,2014,Orlando,FL

    ImageCat, Inc.

    Supportingthe

    global

    risk

    and

    disaster

    management

    needs

    of

    today,

    using

    the

    technologiesoftomorrow

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    EQECatfounded

    HAZUS BuildingModels

    CloudComputing

    Dynamic Financial Analysis

    AIRfounded

    RMS

    founded

    -

    o ust mu at on

    (recognized uncertai

    nty)

    Determinis tic Cat Scenarios

    IBMPCU

    sage

    Risk Curves ('EP') forsynthetic catalogs

    Governmentstudies [Wiggins,

    ESSA, Friedman]

    Tracking ExposureAccumulations in Zones

    Realistic DisasterScenarios

    1970 1980 1990 2000 2010 2020San FernandoValley

    LomaPrieta

    Northridge Tohoku +Christchurch

    Algermissen & Perkins Frankel et al Petersen et alUSGS Probabili stic

    1996 2002 2008 201419901976

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    AFramework

    for

    More

    Robust

    Uncertaint

    Assessment

    RobustSimulation

    CurrentApproach

    $M)

    Amount(

    Los

    AverageReturnInterval(Years)

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    Scientificchallenges

    WhatisRobustSimulation?

    USGSnationalseismicmaps

    g y

    Portfoliolosses

    Conc usions

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    Scientificchallenge:Whatassumptionsaremadeaboutmaximum

    events?

    BUT!Japanesegeologistshadrecognizedlargereventsinthedecadebeforetheearthquakefromancienttsunamirecords

    ~ . M9.6couldoccurinanysubductionzones

    Thoku wasM9.0,ruptured5segments

    (Imagesource: Steinetal.,TectonicPhysics,2012)

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    Scientificchallenge:Howaccuratelyareseismicsourcesmapped?

    NewMadrid

    (USGSNSHM,2014)

    M6.8 to M8.0

    Reoccurrencemodel

    500to50,000years

    Cluster &Noncluster

    o e au mo e or

    nuclearpowerplantPseudofaults

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    Scientificchallenge:Howstrongwillthegroundshake?

    GMPEsforSubduction Earthquakes(Abrahamson2012)

    GMPEsforCEUS(USGS NSHM,2014)

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    Scientificchallen e:Howwelldoesabuildin erformduringgroundshaking?

    (Forcebasedparadigm)

    (Displacementbased

    aradi m

    (A1970ConcreteFrame)

    Increasingbuildingperiods

    (CODA:CodeOrientedDamageAssessmentmethod,

    adaptedfromATC13,Graf&Lee,Spectra,2009)

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    WhatAssum tionsaremadeaboutmissin data?

    Lo

    ss

    Time

    Loss

    ss

    Lo

    Time

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    ,answer?

    elihood

    Asinglenumber?

    Lik

    Severity

    OrAdistribution

    Likelihood basedwhatwenowknow?

    Severity

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    Scientificchallenge:Howdoweaccountforuncertainty?

    Twotypeso mo e e uncertainties

    Innermodelrandomness(aleatory)

    Givenenoughtime,thevalueswillberealized

    afterasufficient

    number

    of

    event

    cycles

    Outermodelvariation(epistemic)

    Lackofknowled e scientific modeluncertaint

    Onlytime

    or

    future

    research

    will

    tell

    the

    correct

    model

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    RobustSimulation:Representationoffutureriskthroughsimulationofasuiteofpossibleanswersthatintegratesvalidscientificdisagreementandstochasticmodelingofunknownvariables.

    ity

    Sever

    ReturnInterval

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    A licationofrobust

    estimation:e sm c azar assessment

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    Logic will be more complex in 2014 NSHM models!

    2008USGSNationalSeismicHazardMapping(NSHM).

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    A site in San Francisco A site in Los Angeles

    475year(USGS) 475year(USGS)

    1412

    0

    2

    4

    6

    8

    10

    12

    Count

    2 6 .1 4 8 2 6 .3 4 8 2 6 .5 4 8 2 6 .7 4 8 2 6 .9 4 8

    0

    2

    4

    6

    8

    10

    Coun

    t

    0.0

    2

    0.0

    60

    .1

    0.1

    4

    0.1

    8

    0.2

    2

    0.2

    60

    .3

    0.3

    4

    0.3

    8

    0.4

    2

    0.4

    60

    .5

    0.5

    4

    0.5

    8

    0.6

    2

    0.6

    60

    .7

    0.7

    4

    0.7

    8

    0.8

    2

    0.8

    60

    .9

    0.9

    4

    0.9

    8

    PGA (g)

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    0.

    PGA (g)

    Groundmotiondistributionat475yearreturninterval

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    Applicationof

    robust

    estimation:

    singleproperty

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    A

    sample

    mid

    rise

    office

    buildingLosAngeles,1965

    Concreteshearwall

    Concreteshearwall: 35%

    Concreteframe: 17.5%

    Steelframe: 17.5%

    Woodframe: 10%

    Steelconcentricbracedframe: 20%

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    Comparisonwith

    Federico

    Waismans 2010RAAearthquake

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    (Waisman,2010)

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    ImageCat (ConventionalApproach)

    (Waisman,2010)

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    ARobustEstimateofUncertainty

    RobustSimulation

    ConventionalEPcurvent($M

    )

    LossAmo

    AverageReturnInterval(Years)

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    ARobustEstimateofUncertainty

    nt($M

    )

    LossAmo

    AverageReturnInterval(Years)

    UsingmultipleanswersfromvariousCatmodelersdoesnotnecessarily

    disclosethefullrangeofuncertaintyinpotentialCatrisks.

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    o ust mu at on:

    Acce tsmodelim erfection

    Acknowledgesmodellimitations

    Revealsuncertaintyassociated

    with

    imperfect

    knowledgeEncouragesmodeldivergence

    Fewersurprises(Black

    Creditordiscreditextreme

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    Providesacontrolled

    Modeltraceability Preserves coherenc and

    integrity

    Usesnonparametr cstat st csMinimizesneedforcomplex

    classicalstatistics

    Propagatesuncertaintythroughlayers,simplifyingcomplex

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    Simplifiestimesequenceoflosses

    Clusteredevents,e.g.,NMSZ,

    Simplifiesmultiperilmodeling

    Flood

    Winterstorm

    EarthquakeTsunami

    TerrorThedrunkardswalk

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    Asingleviewofrisksuppressesmodeluncertaint andim lies

    Thailand

    illusoryprecisiontomodelingfutureriskwithmanyunknowns.

    Re ulators and modelers havebeguntostressunderstandingmodellimitationsand

    uncertainty

    Thoku

    Uncertaintycanchangewhenmoreinformationisacquired

    toassessuncertaintyadequatelyandallocateresourcesaccordin l

    Christchurch

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