Module 5 Flashcards

1
Q

parts of the earth

A

crust: surface (5-75km)
mantle: below crust (2850km)
core: liquid outer, solid inner

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2
Q

seismology

A

study of seismic waves through the earth

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3
Q

three distinctive types of plate boundary

A
  • spreading ridge
  • subduction zone
  • transform fault
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4
Q

spreading ridge

A

not generally regions of high earthquake activity

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5
Q

subduction zone

A

potential to generate mega earthquakes

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6
Q

transform fault

A

one of the biggest risks to society as they are hard to detect

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7
Q

plate rebound theory

A

where there is a gap in recorded earthquakes along a plate boundary, is the likely location of a BIG earthquake

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8
Q

NZ earthquake faults

A

i) subduction of Pacific under Australian along east cost of north island
ii) subduction of Australian beneath Pacific in south west of south island
iii) numerous transform faults in axial tectonic belt, largest is Alpine fault (650km)

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9
Q

Richter Scale

A

traditional scale for earthquake magnitude

  • local magnitude: based on ground motion 100 km from earths epicentre
  • upper limit of around 7, due to failure of near surface soil layer limiting maximum ground motion to reach surface
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10
Q

Mw

A

Moment magnitude

  • related to total energy released by fault due to its displacement
  • not affected by local ground failure problem
  • generally, larger fault area ruptured = larger magnitude
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11
Q

three component waves

A
  • s waves
  • p waves
  • surface waves
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12
Q

s waves

A

shear waves - slower but more damaging

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13
Q

p waves

A

dilational - travel fast, first to reach surface

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14
Q

response due to earthquake loading

A

depends only on the damping ratio and natural frequency of the building, w(n)

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15
Q

structures with same damping ratio varying Tn

A

longer Tn gives a larger peak displacement than shorter period structures

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16
Q

structures with same Tn but varying damping ratio

A

as damping ratio increases, peak displacement observed decreases

17
Q

Sv

A

pseudo velocity
Sv = w(n) Sd
- directly related to peak strain energy Es

18
Q

Sa

A

pseudo acceleration
Sa = w(n)^2 Sd
- directly proportional to peak base shear and moment

19
Q

Es

A

strain energy

Es = mSv^2 / 2

20
Q

Response Spectrum

A

defined as the peak value of this quantity as a function of the natural vibration period, Tn
- gives an indication of the severity of a ground motion on structures of various frequencies