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INTRODUCTION TO EARTHQUAKE ENGINEERING

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INTRODUCTION TO EARTHQUAKE ENGINEERING Sequence Plate movement Type of faults Wave motion Energy release Urban earthquake risk Structural performance level Evaluation ... – PowerPoint PPT presentation

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Title: INTRODUCTION TO EARTHQUAKE ENGINEERING


1
INTRODUCTION TO EARTHQUAKE ENGINEERING
2
Sequence
  • Plate movement
  • Type of faults
  • Wave motion
  • Energy release
  • Urban earthquake risk
  • Structural performance level
  • Evaluation approach

3
8/10
4
Large Earthquakes
5
Elastic Rebound Theory
6
Indian Plate
7
Historical Earthquakes in the Himalaya
8
Southern Asia
9
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10
Plate Movement
4-5 m slip _at_1 cm/yr 4-500 years
11
Tibetan Plateau
Himalayas
Indian Plate
12
Indian Plate
Tibet
13
Indian Plate
Tibet
14
Indian Plate
Tibet
15
critical stress
Tibet
16
great earthquake
Tibet
4-10 m
the longer the inactivity the bigger the 'quake
17
Faults
Through the study of faults and their effects,
much can be learned about the size and recurrence
intervals of earthquakes. Faults also teach us
about crustal movements that have produced
mountains and changed continents. Stresses often
continue to build until they exceed the strength
of the bond in that section of crust. The rock
then breaks, and an earthquake occurs, sometimes
releasing massive amounts of energy. Faults vary
in length from a few centimeters to hundreds of
kilometers across. Displacements of one side of
the fault over the other vary from fractions of a
meter to many kilometers. In many cases the
displacement is not confined to a single fracture
but is distributed throughout a fault zone. Many
faults do not rupture the surface, but when the
surface is broken, the fault line is visible as a
fault trace or outcrop.
Contd
18
Faults
Vertical or horizontal movement may occur along a
fault plane. Sometimes both vertical and
horizontal movement occur simultaneously. Faults
are named according to the type of movement that
has occurred. The term slip is used to indicate
relative displacement across the fault. When the
movement along the fault plane is generally
horizontal, it is a strike-slip fault. These are
also called lateral faults. Offset streams are
found along active strike-slip faults. A
transform fault is a zone of lateral movement
along which the ridges and rises have been offset
and along which the displacement suddenly stops
or changes form and direction. When the movement
along the fault plane is predominately vertical,
it is a dip-slip fault. There are
sub-classifications within this category.
Contd
19
Faults
A normal fault occurs when the earth above the
fracture moves down in respect to the earth below
the fracture. A reverse fault occurs when the
rocks above the fracture move up with respect to
those below. A reverse fault with an angle of
less than 45 degrees is called a thrust fault.
Thrust faults are generally characterized by
older rocks resting on younger rocks, although in
some cases younger rocks may be thrust over older
rocks.
20
Fault Motion
Diagram showing the three main types of fault
motion.
21
Left Lateral Fault
22
Left Lateral Fault
23
Left Lateral Fault
24
Right Lateral Fault
25
Right Lateral Fault
26
Right Lateral Fault
27
Normal Faulting
28
Normal Fault
29
Thrust Faulting
30
Thrust Fault
31
Subduction
32
Time Period
33
Wave Motion
34
Wave Travel
35
Wave Path
36
Wavefront
37
Energy Release
38
Energy Release
39
October 9,2005 ------ September 15,2002
40
ELEMENTS OF URBAN EARTHQUAKE RISK
RISK
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Performance Level
  • the permissible amount of damage, given that
    design loading occurs

46
Structural Performance Levels
47
Serviceability Level
  • Negligible structural and nonstructural damage
  • Utilities are available
  • Facility is available for immediate re-use
  • Repair costs are minimal to nil

Joes
Great Food!
48
Immediate Occupancy Level
  • Negligible structural damage
  • Minor nonstructural damage
  • Building is safe to occupy but may not function
  • Limited interruption of operations
  • Repair Cost lt 15

Joes
Great Food!
49
Immediate Occupancy
50
Life-Safety
51
Collapse Prevention Level
  • Extensive structural and non-structural damage
  • Extended loss of use
  • Repair may not be practical
  • Repair costs gtgt 30

52
Collapse Prevention
53
Collapsed
54
Collapsed
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57
Global Response Performance
Loading Severity
Structural Displacement D
58
Evaluation Approach
6- Pass or Fail Criterion evaluated on
component by component basis
59
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