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EARTHQUAKE RESISTANT BUILDING STRUCTURE
WHAT IS EARTHQUAKE
They are natural disasters of a generally unpredictable nature
It is the shaking of earth due to the movement of earth’s crust
A sudden, rapid shaking of the earth caused by the breaking and
shifting of rocks beneath the earth surface
TYPES OF EARTHQUAKE
There are two types of earthquake
 Inter-plate earthquake
 Intra-plate earthquake
In both types of earthquake, during earthquake at fault strike
slip(horizontal movement) &dip slip (vertical movement)
HOW EARTHQUAKE OCCURS?
Because of Earth’s rotation and other energy factors different shells or
the rock layers constantly move or slid past each other.
Different continental mass fragments of lesser densities float and
move overriding the denser rock layers.
CAUSES OF EARTHQUAKE
Earthquakes are causally related to compression or tensional stresses.
Volcanic eruptions,rock fall, landslides, and explosions can also cause a
earthquake.
EFFECTS OF EARthQUAKE
Ground motion
Landslides
Ground displacement
Liquefaction
Tsunamis
Aftershocks
QUALITY CONTROL
o Special care is needed in construction to ensure that the
elements meant to be ductile are indeed provided with
features that give adequate ductility.
o Thus, strict adherence to prescribed standards of
construction materials and construction processes is
essential in assuring an earthquake-resistant building.
EARTHQUAKE RESISTING STRUCTURES TECHNIQUES
Base Isolation Method
Energy Dissipation Device
-(Seismic Dampers)
Keeping Building Up thrust
BASE ISOLATION
Introduces flexibility to the structures
Building is rested on flexible pads (Base Isolators)
When earthquake strikes the building does not
moves
It is suitable for hard soil only
TYPES OF BASE ISOLATOR
 Lead-Rubber Bearing
 Spherical sliding Isolation
BASE ISOLATION IN INDIA
 In India base isolation technique first demonstrated after 1993 killari EQ
 Two single storey building were built with rubber base isolators resting
on hard ground
 The four storey bhuj hospital was built with base isolation technique
after 2001 bhuj EQ
ENERGY DISSIPATION DEVICE-SEISMIC DAMPERS
These are used in place of structural elements sucjh as diagonal braces
Acts like the hydralic shock absorbers in cars
When seismic energy is transmitted through them, dampers absorb part
of it, and thus damp the motion of the building
TYPES OF SEISMIC DAMPERS
Viscous Dampers : energy is absorbed by silicone-based fluid
passing between piston cylinder arrangement
Friction Dampers : energy is absorbed by surfaces with friction
between rubbing against each other
Yielding Dampers : energy is absorbed by metallic components that
yield
Viscoelastic Dampers : energy is absorbed by utilizing the
controlled shearing of solids
KEEPING BUILDING UP-RIGHT
Recently discovered technique of Japan
It has found to be survived even in extreme earthquakes
CONCEPT
When the quakes strikes the system dissipates energy in the building
cores and exteriors
The frames are free to rock up and down within fittings fixed at their
bases
CONCLUSION

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Earthquake-Resistant Building Techniques

  • 2.
  • 3. WHAT IS EARTHQUAKE They are natural disasters of a generally unpredictable nature It is the shaking of earth due to the movement of earth’s crust A sudden, rapid shaking of the earth caused by the breaking and shifting of rocks beneath the earth surface
  • 4. TYPES OF EARTHQUAKE There are two types of earthquake  Inter-plate earthquake  Intra-plate earthquake In both types of earthquake, during earthquake at fault strike slip(horizontal movement) &dip slip (vertical movement)
  • 5. HOW EARTHQUAKE OCCURS? Because of Earth’s rotation and other energy factors different shells or the rock layers constantly move or slid past each other. Different continental mass fragments of lesser densities float and move overriding the denser rock layers. CAUSES OF EARTHQUAKE Earthquakes are causally related to compression or tensional stresses. Volcanic eruptions,rock fall, landslides, and explosions can also cause a earthquake.
  • 6. EFFECTS OF EARthQUAKE Ground motion Landslides Ground displacement Liquefaction Tsunamis Aftershocks
  • 7. QUALITY CONTROL o Special care is needed in construction to ensure that the elements meant to be ductile are indeed provided with features that give adequate ductility. o Thus, strict adherence to prescribed standards of construction materials and construction processes is essential in assuring an earthquake-resistant building.
  • 8. EARTHQUAKE RESISTING STRUCTURES TECHNIQUES Base Isolation Method Energy Dissipation Device -(Seismic Dampers) Keeping Building Up thrust
  • 9. BASE ISOLATION Introduces flexibility to the structures Building is rested on flexible pads (Base Isolators) When earthquake strikes the building does not moves It is suitable for hard soil only
  • 10. TYPES OF BASE ISOLATOR  Lead-Rubber Bearing  Spherical sliding Isolation BASE ISOLATION IN INDIA  In India base isolation technique first demonstrated after 1993 killari EQ  Two single storey building were built with rubber base isolators resting on hard ground  The four storey bhuj hospital was built with base isolation technique after 2001 bhuj EQ
  • 11. ENERGY DISSIPATION DEVICE-SEISMIC DAMPERS These are used in place of structural elements sucjh as diagonal braces Acts like the hydralic shock absorbers in cars When seismic energy is transmitted through them, dampers absorb part of it, and thus damp the motion of the building
  • 12. TYPES OF SEISMIC DAMPERS Viscous Dampers : energy is absorbed by silicone-based fluid passing between piston cylinder arrangement Friction Dampers : energy is absorbed by surfaces with friction between rubbing against each other Yielding Dampers : energy is absorbed by metallic components that yield Viscoelastic Dampers : energy is absorbed by utilizing the controlled shearing of solids
  • 13. KEEPING BUILDING UP-RIGHT Recently discovered technique of Japan It has found to be survived even in extreme earthquakes CONCEPT When the quakes strikes the system dissipates energy in the building cores and exteriors The frames are free to rock up and down within fittings fixed at their bases