Presented by
D.Uday Kumar and
J.Prasad
 Sudden movement of earth surface is called Earthquakes
 The structures able to resist earthquake induced vibration
is known as earthquake resistant structures
 Such design is called Earthquake resistant designs
NATURAL ACTIVITIES
 Due to movement of
tectonic plates
 Due to faults present
beneath the earth
HUMAN ACTIVITIES
 Construction of dams
 Ground water extraction
 Skyscrapers
 Fracking and Injection wells
 Shaking
Ground moves in the same place
 Land slides
Ground is moved to some another place
 Liquifaction
Strength of the ground is reduced
causing buildings to sink
 Ground acceleration and building
damage
The damage that a building suffers
primarily depend not on
displacement but on acceleration
 Building stiffness
Taller buildings are more flexible
than shorter buildings
 Ductility
Ductility is the ability to undergo
deformation
 Damping
Moves forward and backward
BASE ISOLATION
DEVICES
 Base isolated structure
is supported by a
series of bearing pads
which are placed
between building and
building foundation
 Lead rubber bearing is
sandwiched between
two steel plates
7
 building is supported by
bearing pads that have a
curved surface and low
friction
 building is free to slide on
the bearings
 Reduce the building acceleration by ¼
the acceleration of fixed base building
 Acceleration decreased because the
base isolation system lengthens the
building's period of vibration.
 Rubber is highly elastic so reduce the
damage
 Converts the kinetic energy as heat
 Also called energy dissipation
devices
 Which absorb vibrations caused due
to earthquakes
TYPES
 Viscous dampers
Reduce the vibrations by fluid
action
 Tuned mass dampers
Reduce the vibrations by harmonic
action
COMPONENTS
 Piston Rod
 Cylinder
 Fluid
 Seal
 Piston Head
 Seal Retainer
 Accumulator
 Also known as a harmonic
absorber
 Mounted in structures to
reduce the amplitude of
mechanical vibrations by
harmonic motions
 Prevent discomfort and
damage
 It is a Lightweight
component
COMPONENTS
 Spring
 Oscillating Mass
 Viscodamper
We are only hope of tomorrow’s constructions.
‘’ WE ARE HERE ONLY TO PROVIDE SAFETY TO PUBLIC TO
LEAD THEIR LIFE ‘’
HAPPILY
www.multyscience.co.uk
www.institute of structuralengineer.com
www.faddoengineers.com
Technological advance in Japanese building design and
construction
http://www.taipei-101.com.tw/en/Tower/buildind_13-1.html
http://www.esm-gmbh.de/EN/Products/Tuned_mass_dampers
Earthquake resistance structures

Earthquake resistance structures

  • 1.
  • 2.
     Sudden movementof earth surface is called Earthquakes  The structures able to resist earthquake induced vibration is known as earthquake resistant structures  Such design is called Earthquake resistant designs
  • 3.
    NATURAL ACTIVITIES  Dueto movement of tectonic plates  Due to faults present beneath the earth HUMAN ACTIVITIES  Construction of dams  Ground water extraction  Skyscrapers  Fracking and Injection wells
  • 4.
     Shaking Ground movesin the same place  Land slides Ground is moved to some another place  Liquifaction Strength of the ground is reduced causing buildings to sink
  • 5.
     Ground accelerationand building damage The damage that a building suffers primarily depend not on displacement but on acceleration  Building stiffness Taller buildings are more flexible than shorter buildings  Ductility Ductility is the ability to undergo deformation  Damping Moves forward and backward
  • 6.
    BASE ISOLATION DEVICES  Baseisolated structure is supported by a series of bearing pads which are placed between building and building foundation  Lead rubber bearing is sandwiched between two steel plates
  • 7.
  • 8.
     building issupported by bearing pads that have a curved surface and low friction  building is free to slide on the bearings
  • 9.
     Reduce thebuilding acceleration by ¼ the acceleration of fixed base building  Acceleration decreased because the base isolation system lengthens the building's period of vibration.  Rubber is highly elastic so reduce the damage  Converts the kinetic energy as heat
  • 10.
     Also calledenergy dissipation devices  Which absorb vibrations caused due to earthquakes TYPES  Viscous dampers Reduce the vibrations by fluid action  Tuned mass dampers Reduce the vibrations by harmonic action
  • 11.
    COMPONENTS  Piston Rod Cylinder  Fluid  Seal  Piston Head  Seal Retainer  Accumulator
  • 12.
     Also knownas a harmonic absorber  Mounted in structures to reduce the amplitude of mechanical vibrations by harmonic motions  Prevent discomfort and damage  It is a Lightweight component COMPONENTS  Spring  Oscillating Mass  Viscodamper
  • 14.
    We are onlyhope of tomorrow’s constructions. ‘’ WE ARE HERE ONLY TO PROVIDE SAFETY TO PUBLIC TO LEAD THEIR LIFE ‘’ HAPPILY
  • 15.
    www.multyscience.co.uk www.institute of structuralengineer.com www.faddoengineers.com Technologicaladvance in Japanese building design and construction http://www.taipei-101.com.tw/en/Tower/buildind_13-1.html http://www.esm-gmbh.de/EN/Products/Tuned_mass_dampers