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    The February 27, 2010 Chile Earthquake

    Roberto LeonSchool of Civil and Environmental Engineering

    Georgia TechAtlanta, GA 30332-0355

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    Importance of this Event

    3rd largest earthquake in modern times bestproof of where our infrastructure is at.

    Building codes in Chile are very similar to the USA(ACI, AISC, etc.) what works and what does not?

    Well-developed economy direct and indirectlosses can be translated to USA.

    Design earthquake or above?

    Human losses (about 450 deaths) and directeconomic losses (up to $30B) can this betranslated to Seattle?

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    ww.mapsofworld.com

    A Brief Description of Chile

    2000 x 150 miles

    Area = 292,183 square miles

    Population = 17.0 millionGDP (PPP) = $14,529 (43rd)

    Capital: Santiago (about 5.5 million)

    Main cities: Valparaiso (0.8 million)

    Concepcion ( 0.66 million)

    Strong economic growth over the past 15 years

    best in Latin America

    Most important exports are minerals and

    agricultural products

    Strong democracy following long military

    dictatorship

    Excellent health and education infrastructure

    Long, narrow territory = lack of alternate paths for all communications and services

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    4

    Pacific Rim of Fire

    Vancouver

    Seattle

    Portland

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    5

    SUBDUCTION PLATE INTERACTION

    West East

    Intraplate (medium depth)

    Pacific Ocean

    Marinetrench Coastline

    Andes mountain

    range

    Nazca Plate

    South American Plate

    Intraplate (low depth - volcanic)

    Interplate (Benioff Zone )

    Redrawn after R. Saragoni ( U. of Chile)

    1994 Bolivia Earthquake (Ms = 8.2; depth = 600 km

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    6

    SUBDUCTION

    ZONE

    South

    American

    plateNazca plate

    5.9 cm./year

    15.6 cm./year

    Redrawn after R. Saragoni ( U. of Chile)

    Name Ms

    1985 Santiago 8.0

    1995 Antofagasta 8.0

    1906 Valparaso 8.21943 Coquimbo 8.2

    1922 Vallenar 8.5

    2010 Maule 8.8

    1960 Valdivia 9.5

    One major

    earthquake about

    every 15 years!

    2.5 cm./year

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    http://www.mapsorama.com/maps/south-america/chile/Chile_topo.jpg

    Chile

    Central valley: Heavy agriculture (fruits and wine)

    Main communication routes

    Numerous small cities with older

    building stock (Rancagua, Talca,

    Chillon, Temuco)

    1960 Valdivia

    (Ms = 9.5)

    2010 Maule

    (Ms = 8.8)

    Coastal mountain range:

    rugged deep valleys,

    Concepcion is only large flatarea near the coast, heavy

    industry concentrated there

    no coastal highway,

    forestry industry in the South,

    important ports

    Andes mountain range:

    High , very cold

    Mostly uninhabited

    Skiing

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    February 27, 2010 Earthquake Ms = 8.8 Off Maule Coast

    Length of rupture = 400 to 450 km

    R. Saragoni

    ( U. of Chile)

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    Accelerograms Santiago

    Epicenter: 335 km (210 miles) SW ofSANTIAGO, Chile

    Soto &Boroscheck U. of Chile - wwww.terremotosuchile.cl

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    Spectrum from Santiago

    Soto &Boroscheck U. of Chile - wwww.terremotosuchile.cl

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    A trip though Chile

    Via del Mar/ Valparaiso

    Constitucion

    Santiago

    Talcahuano

    Concepcion

    Coronel

    Lots of damage pictures

    to come but

    performance of moststructures was excellent

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    Via del Mar

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    Older RC Buildings

    Festival building had survived the 1985

    earthquake with some damage

    USA buildings = 1.0% to 1.5% walls

    Chilean buildings = 5 to 6% walls

    Wallace, J. & Moehle, J., ASCE JSE118(4), 1992

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    Stairs linking both buildings heavily

    damaged

    Older RC Buildings

    Wallace, J. & Moehle, J., ASCE JSE118(4), 1992

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    Wallace, J. & Moehle, J., ASCE JSE118(4), 1992

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    Damage to modern

    RC buildings

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    Crushed shear walls at transition zones

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    Poorly detailed boundary elements for shear walls

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    USA wall with boundary elements

    Chilean wall without boundary elements

    Poorly detailed boundary elements for shear walls

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    Other examples of

    modern damaged

    RC buildings

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    Non-Structural

    Damage to Walls

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    Non-Structural Damage to Equipment

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    How many and how badly damaged?

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    Ciudad Empresarial

    Santiago

    Radisson

    Plaza MayorBuilding 1

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    Plaza Mayor

    Ciudad

    Empresarial

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    Plaza Mayor

    Ciudad Empresarial

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    Plaza Mayor

    Ciudad Empresarial

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    Radisson Hotel

    Ciudad Empresarial

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    Damage to Condominiums

    Parque Hipico

    Shear

    failures in

    walls

    Large cracks

    and crushing

    in slabs near

    connections

    to walls

    Failure of

    very slender

    columns

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    Plaza Mayor

    Ciudad

    Empresarial

    S ti

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    Ciudad Empresarial

    & Vespucio Norte

    Santiago

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    Vespucio Norte Tollway Santiagos Ring Road

    Typical interchange

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    Presstresed Girders Bridges

    Poor lateral support of girders at skew abutments

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    Vespucio Norte - Collapsed Spans

    Insufficoent bearing length to accommodate longitudinal movement

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    Vespucio Norte -

    Collapsed Spans

    Poor detailing of

    longitudinal and

    transverse restraints

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    Vespucio Norte -

    Collapsed Spans

    Continuous, heavily

    reinforced slabs over the

    interior supports

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    Plaza Norte

    Shopping Center

    Local anchorage failures leading to

    partial collapse of roof and floor

    slabs, and large out-of-plane

    movements in precast wall panels

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    Large Warehouse

    Failure of precast exterior panels due to

    improper anchorage (damaged portions

    being replaced by light steel cladding).

    Storage racks performed very well even

    if they had only minimal anchorage

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    A trip though Chile

    Via del Mar/ Valparaiso

    Constitucion

    Santiago

    Talcahuano

    Concepcion

    Coronel

    i N h S h ll

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    Rute 5 Main North-South Tollway

    Evidence of large settlements in backfill areas

    D d b id R t 5 R A

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    Damaged bridges Ruta 5 Rancagua Area

    D d b id R t 5 G A

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    Damaged bridges Ruta 5 Granero Area

    D d b id R t 5 G A

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    Damaged bridges Ruta 5 Granero Area

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    Older bridge between San Antonio and Santo Domingo

    Note large horizontal displacements

    Older bridge bet een San Antonio and Santo Domingo

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    Older bridge between San Antonio and Santo Domingo

    Note large horizontal, rigid body displacement

    Older Adobe Buildings La Fortuna Winery

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    Older Adobe Buildings La Fortuna Winery

    Caskets on ground La Fortuna Winery

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    Caskets on ground La Fortuna Winery

    Buckled tanks La Fortuna Winery

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    Buckled tanks La Fortuna Winery

    Overturned tanks La Fortuna Winery

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    Overturned tanks La Fortuna Winery

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    Bio-Bio Cement Plant

    Fine shear cracks in large storage silos

    Buckled braces near the top

    of bagging facility

    Constitucion - Chile

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    Constitucion Chile

    DowntownTsunami

    Araucopulp

    factory

    Constitucion Largest City near Epicenter

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    Constitucion Largest City near Epicenter

    Constitucion Largest City near Epicenter

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    Constitucion Largest City near Epicenter

    Constitucion Largest City near Epicenter

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    Constitucion Largest City near Epicenter

    Constitucion Largest City near Epicenter

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    Constitucion Largest City near Epicenter

    Constitucion Tsumani area

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    Constitucion Tsumani area

    Constitucion Tsunami Area

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    Constitucion Tsunami Area

    Constitucion Tsunami Area

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    Constitucion Tsunami Area

    Constitucion Tsunami Area

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    Constitucion Tsunami Area

    Arauco Brown Paper Plant

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    Arauco Brown Paper Plant

    A t i th h Chil

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    A trip though Chile

    Via del Mar/ Valparaiso

    Constitucion

    Santiago Talcahuano

    Concepcion

    Coronel

    Tahualcano Tsunami Area

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    Tahualcano Tsunami Area

    Tahualcano Tsunami Area

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    Tahualcano Tsunami Area

    Tahualcano Tsunami Area

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    Tahualcano Tsunami Area

    Tahualcano Tsunami Area

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    Tahualcano Tsunami Area

    Concepcion Collapsed Buildings

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    Concepcion Collapsed Buildings

    Concepcion Collapsed Buildings

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    Concepcion Collapsed Buildings

    Concepcion Collapsed Buildings

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    Concepcion Collapsed Buildings

    Concepcion Collapsed Buildings

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    Concepcion Collapsed Buildings

    Industrial Facilities

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    Industrial Facilities

    Santa Maria Power Plant (Coronel (50% complete)

    Industrial

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    Industrial

    Facilities

    Santa Maria Power Plant

    Generator Building

    Potential damage to

    generator as it was in the

    final stages of being aligned

    when the earthquake struck

    Industrial

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    Industrial

    Facilities

    Santa Maria Power Plant

    Coal Storage FacilityDistribution cart damaged

    Industrial Facilities Santa Maria Powerl

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    Plant

    Coal Storage

    Facility

    Distribution cartdamaged

    Port of Coronel

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    Port of Coronel

    New base-isolated wharf and

    cranes undamaged

    Some evidence of ground

    movements in storage areas

    Damaged steel trusses in

    warehouses probably due to

    collisions and not earthquake

    Port of San Vicente Tsunami Damage

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    Port of San Vicente Tsunami Damage

    Damage to old canning plant from

    tsunami dragging unloading pipes;

    towers connected to pipes were tipped

    over; evidence of large settlements

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    Summary

    Much of the infrastructure did very well butimportance of using codes in their entirety washighlighted

    Vulnerabilities of some privately-controlledinfrastructure (tollways, communications, etc.) wasevident

    Emergency response could have been better: tsunamievacuation, use of the military,..

    Human losses (about 450 deaths) and direct economic

    losses (up to $30B) Recovery efforts: $750M for first phase and $700M in

    second phase