Expo Jamg Axa 2015

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    On the computation of H/V and

    its application to micro zonation and seismic

    Jos Antonio

    MARTNEZ

    -

    GONZLEZ

    Mathieu

    Perton,

    Javier

    Lermo

    , and F

    . J.

    Snchez

    -

    SesmInstituto

    de Ingenieria,

    UNAM

    2nd AXA UNAM Workshop

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    Traditionally H/V:

    - allows good estimation of fundamental frequency of

    - has a bad recovery of amplification factor

    - Is not reliable

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Introduction

    Why?

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    Subduction

    Introduction Seismic Hazard in Mexic Sources Paths Site effects

    1D effect

    3D effec

    The earthquakes in Mexico are of 3 types

    Subduction Zonemotion mainly composed of surface waves

    Intraplate Zonemotions are composed of surface & body wa

    Local Events ground shaking mainly composed of body wave

    De

    intra

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

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    We also distinguish the events inrecording site. Mexico City has tygeotechnical zones :

    Former Lake surface waves (loamplification,

    Transition body waves (high framplification,

    Hill Zone response sensitive to

    Introduction: path and site ef- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

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    Introduction

    Objectives

    - Compare H/V from earthquakes (HVSR) with H/V from noise

    - Establish shakemaps for average peak ground accelerations for the maximum acceleration structural period and 5% dam

    Outline

    - Data acquisition for seismic noise

    - Data processing applied to seismic noise

    - Data processing applied to earthquakes

    - INTRODUCTION

    Object ives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Introduction

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    We record seismic noise at 8 accelerometric stationsCity

    One at Hill Zone,

    Another at Transition Zone,

    Six more at the former Lake Zone

    Use of broad-band seismograph

    Two months of continuous recording

    - INTRODUCTION

    Objectives

    Methodology

    Data acquis it ion

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Data acquisition for noise

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    Noise processing:Classical Method (i.e. Geopsy)

    This formula is appropriate

    to remove source effectsin any window

    Processing Parameters

    Baseline correction

    Filter Passband: 0.1 30 Hz,

    Window length: 81.92 s

    Disable tapper and

    smoothing options

    Z

    N

    E

    1

    1[ / ] [ / ]( )n

    H Hn

    V V i

    Window length

    [ / ]H V i

    H

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

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    Noise processing:Diffuse-Field Method [ / ] NS EW

    ZZ

    E EH V

    E

    Based on Greens function retrieval

    so we apply usual data processingAdvanced filters (Bensen, 2007)

    Processing Parameters

    Baseline correction

    Passband filter: 0.1 30 Hz

    NO tapper, NO smoothing.

    Window length: 81.92 s

    11ImG NN SE U

    Window length

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    ImGE W

    E

    Z ZE

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    Applying advanced filters (Bensen, 2007)

    - Spectral Whitening:spectral source deconvolutionin each time window

    - 1 bit: this filter removestransitory effects (mainlybody

    body waves)

    - Earthquake has the signature ofbody waves

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Typical stati

    Noise processing

    b l l

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    * Spectral whitening

    0.1 1 1

    1

    10

    20

    30

    SPECTRALRATIO

    FREQUENCY [Hz]

    DIFFUSSE-FIELD PROCESSING

    0.1 1 10

    1

    10

    20

    30

    SPECTRALRATIO

    FREQUENCY [Hz]

    CLASSICAL PROCESSING

    1

    2

    3

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    *

    Noise processing: Variability along

    h k

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    The coda is a representation of a diffuse field

    For each earthquake type we apply the DFM processing

    Signals are cut into windows

    We add the density energy for each horizontal and vertic

    Finally we compute the H/V spectral ratio

    Processing Parameters:

    Baseline correction

    Filter Passband: 0.1 30 Hz,

    Window length: 40.96, 81.92 s

    Diffuse Field Method (DFM)

    Z

    N

    E

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Earthquake processing

    HVSR i M i Ci f i

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    Eq type Site FORMER LAKE ZONE TRANSITION ZONE

    SUBDUCTION

    seismnoise

    (3d scatteringmainly surface

    waves)

    INTERPLATE

    (surface & body

    waves)

    LOCAL

    (mainly body

    waves)

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validat ion of

    results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    HVSR in Mexico City as function o

    0.1 1 10

    1

    10

    2030

    S

    PECTRALRATIO

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    FREQUENCY [Hz]

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTR

    ALRATIO

    ES57

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    ES57

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    FREQUENCY [Hz]

    ES57

    0.1

    100

    101

    SPECTRALRATIO

    0.

    100

    101

    S

    PECTRALRATIO

    0.

    100

    101

    SPECTRALRATIO

    0.1 1 10

    1

    10

    2030

    S

    PECTRALRATIO

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    FREQUENCY [Hz]

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    CJ03

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    ES57

    0.1 1 10

    1

    10

    2030

    S

    PECTRALRATIO

    ES57

    0.1 1 10

    1

    10

    2030

    SPECTRALRATIO

    FREQUENCY [Hz]

    ES57

    0.

    100

    101

    SPECTRALRATIO

    0.

    100

    101

    SPECTRALRATIO

    0.

    100

    101

    SPECTRALRATIO

    R d Vib i Th

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    Fourier + Amplification + Duration = Response spe- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthet ic t ime-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Random Vibration Theory

    100

    200

    300CJ03

    Sa[cm/s

    2]

    CO47 CO56 CP28

    100

    200

    300CS78

    Sa[cm/s

    2]

    CT64 DM12 DR16

    100

    200

    300DX37

    Sa[cm/s

    2]

    EO30 ES57 FJ74

    1 2 3 4

    100

    200

    300GC38

    PERIOD [s]

    Sa[cm/s

    2]

    1 2 3 4

    GR27

    PERIOD [s]

    1 2 3 4

    HJ72

    PERIOD [s]

    1 2 3 4

    IB22

    PERIOD [s]

    A

    E

    L li ti f H/V M i

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    140 H/V spectralratios to generate

    shakemaps

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Localization of H/V on Mexico

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    Subductionearthquake:Mw8.1

    background- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Downtown

    1990 - 2013

    H, To are two variables that

    become with time

    Downtown

    Subsidence veloci

    1992 - 2000

    4o

    HT

    Vs

    (s)

    Co

    S bd ti

    th k

    M 8 1

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    Subductionearthquake:Mw8.1Spectral acelerations (T=2s ~ 16-20 floors)- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    1990 2013

    L l

    E th k

    M4 5

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    LocalEarthquake:M4.5- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Spectral acelerations (T=0.1s ~ 1-2 floors)

    Interplate

    earthq ake

    M 7 1

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    Interplateearthquake:Mw7.1- INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS

    Spectral acelerations (T=1s ~ 8-10 floors)

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    CONCLUSIONS

    Significant variability of H/V is observed in terms of ehypocenter location (subduction, interplate, local) wdifferent illumination regime

    The H/V from noise (HVNR) can almost represent allearthquakes (HVSR) in Mexico City

    It is possible to use microtremores to get trustworth

    amplification factor (aproximately an Empirical Trans

    In sites with low seismicity, microtremors now are uestimate the amplification factor obtained with eart(under certains considerations)

    - INTRODUCTION

    Objectives

    Methodology

    Data acquisition

    Data processing

    Validation of results

    Synthetic time-

    series

    - SHAKEMAPS

    - CONCLUSIONS