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Published byVernon Warren Modified over 8 years ago
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NEW ZEALAND EARTHQUAKE 2010 Walter Hays, Global Alliance for Disaster Reduction, University of North Carolina, USA
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SHALLOW, EARLY-MORNING, M7.0 EARTHQUAKE STRIKES CHRISTCHURCH, NEW ZEALAND 10 km focal depth on a strike-slip fault 4:35 am M7.0 SATURDAY, SEPTEMBER 4, 2010
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New Zealand is in the southwest Pacific Ocean astride the “ring of fire,” a distinct belt of volcanic and earthquake activity that surrounds the Pacific Ocean.
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New Zealand straddles the boundary between the Pacific and Indian-Australian plates.
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To the north of New Zealand and beneath the eastern North Island, the thin, dense, Pacific plate moves down beneath the thicker, lighter Indian-Australian plate in a process known as subduction (i.e., reverse faulting).
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Within the South Island the plate margin is marked by the Alpine Fault and the plates rub past each other horizontally (i.e., strike-slip)
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EPICENTER IN THE SOUTH ISLAND NEAR CHRISTCHURCH
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EPICENTER: NEAR CHRISTCHURCH, NEW ZEALAND
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PROBABILISTIC GROUND SHAKING MAP (CHRISTCHURCH IN YELLOW)
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Every year, New Zealand experiences about 14,000 earthquakes, which are mostly small to moderate in size.
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THE BASIC FAULT MODELS Strike-Slip Reverse Normal
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TECTONIC DEFORMATION EARTHQUAKE TSUNAMI GROUND SHAKING FAULT RUPTURE FOUNDATION FAILURE SITE AMPLIFICATION LIQUEFACTION LANDSLIDESAFTERSHOCKSSEICHE DAMAGE/LOSS DAMAGE/ LOSS DAMAGE/LOSS
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INADEQUATE RESISTANCE TO HORIZONTAL GROUND SHAKING EARTHQUAKES SOIL AMPLIFICATION PERMANENT DISPLACEMENT (SURFACE FAULTING & GROUND FAILURE) IRREGULARITIES IN ELEVATION AND PLAN FIRE FOLLOWING RUPTURE OF UTILITIES LACK OF DETAILING AND CONSTRUCTION MATERIALS INATTENTION TO NON- STRUCTURAL ELEMENTS CAUSES OF DAMAGE “DISASTER LABORATORIES”
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In Christchurch, a city of 372,000, power and water services were knocked out, facades fell off buildings, homes and bridges were damaged by strong shaking, and the Christchurch Airport was closed.
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Numerous injuries, but no deaths, largely due to the 4:35 a.m. time of occurrence, NOT the resilience of the buildings
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DAMAGE: MOTORWAY
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LOCAL GROUND FAILURE
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A lot of damage occurred in the central city area comprised mainly of old brick and unreinforced masonry buildings.
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DAMAGE: BFORE (TOP) AND AFTER (BOTTOM)
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DAMAGE: CHRISTCHURCH
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DAMAGE TO CARS
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DAMAGE: CHRISTCHURCH
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TYPICAL DAMAGE: UNREINFORCED MASONRY BUILDINGS
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The initial estimate of the cost to repair the damage was $1.5 billion.
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In the suburbs many houses had broken windows, toppled chimneys, cracked walls and interior damage (e.g., items thrown off shelves).
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