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DAMPERS
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2
Energy Dissipation System(Dampers)
• Mechanical system which dissipate earthquake
energy into specialized devices which deforms or
yield during earthquake.
• They enhance energy dissipation in a structure to
which they are installed so that the structure has to
resist lesser amount of earthquake forces.
• They are not used to support the structure.
3
• When seismic energy is transmitted through
them, dampers absorb part of it, and thus damp
the motion of the building.
Behavior of Building with and without dampers
• When ground seismic waves reach up and start
to penetrate a base of a building and the base of
the building starts moving.
• Due to inertia the building continue to remain in
the previous position.
4
5
• Due to this the building suffers distortion and the
distortion wave travels along the height of the
structure.
• Continue shaking of the base causes the
building to undergo series of oscillations which
ultimately results in collapse of building.
• To avoid such a circumstance dampers are
used.
• Dampers dissipate the wave energy inside a
superstructure caused by seismic waves and
thus controlling the oscillations of the building
6
Function
• By proper configuration of lateral resisting
system, the earthquake energy is directed
towards these devices located within the lateral
resisting elements, to intercept this energy.
• Due to the earthquake induced mechanical
energy in the system is transformed into thermal
energy within these devices
7
• These devices enhance the damping
characteristics of the structure and
consequently the amplitude of the motion of
the structure is damped, thereby reducing the
forces on structural members.
• These may be provided in isolation or
coupled with rubber pads in series or parallel.
8
Types of Dampers
Hydraulic Dampers(oleodynamic devices)
• Used with objective of permitting slowly developing
displacements due to thermal movements, but
limiting the response under dynamic actions.
• These system dissipate energy by forcing a fluid
through an orifice.
• The fluid may be oil or very high molecular weight
polymers. 9
• They constitute a piston moving axially in
the polymer, inside the cylinder.
• They may also constitute a piston moving
in every direction in viscous elastomers
like silicon or bitumen.
10
• Oil dampers require frequent maintenance so
not commonly used.
Electro- Rheological Fluid Dampers(ERF-D)
• Passive fluid dampers including friction type
forces.
• Operate under shear flow.
• Fluid viscous damping reduces stress and
deflection because the force from damping is
completely out of phase with stresses due to
seismic loading.
11
• This is because damping force varies with
stroking velocity.
• Other types of dampers, such as yielding
elements, friction devices, plastic hinges and
visco- elastic elastomers, do not vary their
output with velocity.
• Hence they can increase column stress while
reducing deflection.
12
METALIC DAMPERS
• Utilize the hysteretic behaviour of metals in the
inelastic range.
• These can be fabricated from steel, lead or
spherical shape memory alloys.
13
• These systems are referred to as amplitude
dependent systems.
• Since the amount of energy dissipated,
which is hysteretic in nature, is usually
proportional to force and displacements.
• It is most often located within the structural
lateral load resisting elements such as
braced frames.
14
STEEL DAMPERS
• Fabricated from round steel bars for
cross-braced structure.
• energy is dissipated by inelastic
deformation of the rectangular steel frame
in the diagonal direction of the tension
brace.
15
16
FRICTION DAMPERS
• The friction surfaces are clamped with
prestressing blots.
• It exhibit perfect rectangular hysteretic
behaviour.
• Referred to as displacement- dependent
systems, since the amount of energy
dissipated is proportional to displacement.
• Contact surfaces used are lead- bronze
against stainless steel or teflon against
stainless steel. 17
18
LEAD EXTRUSION DAMPER
•Utilize the hysteretic dissipation
properties of metal.
•Process of extrusion consists of
forcing a lead piston through an orifice.
19
20
Shape memory alloys
• Also known as smart alloys, are metals that,
after being strained, revert back to their original
shape.
• These enable large forces and movement
actuation, as they can recover from large strain
• They have capability of dissipating energy
without incurring damage, as in case of steel
dampers, when they yield.
• Alloys used are NiTi, CuZnAl and CuAlNi.
21

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Dampers

  • 2. 2
  • 3. Energy Dissipation System(Dampers) • Mechanical system which dissipate earthquake energy into specialized devices which deforms or yield during earthquake. • They enhance energy dissipation in a structure to which they are installed so that the structure has to resist lesser amount of earthquake forces. • They are not used to support the structure. 3
  • 4. • When seismic energy is transmitted through them, dampers absorb part of it, and thus damp the motion of the building. Behavior of Building with and without dampers • When ground seismic waves reach up and start to penetrate a base of a building and the base of the building starts moving. • Due to inertia the building continue to remain in the previous position. 4
  • 5. 5
  • 6. • Due to this the building suffers distortion and the distortion wave travels along the height of the structure. • Continue shaking of the base causes the building to undergo series of oscillations which ultimately results in collapse of building. • To avoid such a circumstance dampers are used. • Dampers dissipate the wave energy inside a superstructure caused by seismic waves and thus controlling the oscillations of the building 6
  • 7. Function • By proper configuration of lateral resisting system, the earthquake energy is directed towards these devices located within the lateral resisting elements, to intercept this energy. • Due to the earthquake induced mechanical energy in the system is transformed into thermal energy within these devices 7
  • 8. • These devices enhance the damping characteristics of the structure and consequently the amplitude of the motion of the structure is damped, thereby reducing the forces on structural members. • These may be provided in isolation or coupled with rubber pads in series or parallel. 8
  • 9. Types of Dampers Hydraulic Dampers(oleodynamic devices) • Used with objective of permitting slowly developing displacements due to thermal movements, but limiting the response under dynamic actions. • These system dissipate energy by forcing a fluid through an orifice. • The fluid may be oil or very high molecular weight polymers. 9
  • 10. • They constitute a piston moving axially in the polymer, inside the cylinder. • They may also constitute a piston moving in every direction in viscous elastomers like silicon or bitumen. 10
  • 11. • Oil dampers require frequent maintenance so not commonly used. Electro- Rheological Fluid Dampers(ERF-D) • Passive fluid dampers including friction type forces. • Operate under shear flow. • Fluid viscous damping reduces stress and deflection because the force from damping is completely out of phase with stresses due to seismic loading. 11
  • 12. • This is because damping force varies with stroking velocity. • Other types of dampers, such as yielding elements, friction devices, plastic hinges and visco- elastic elastomers, do not vary their output with velocity. • Hence they can increase column stress while reducing deflection. 12
  • 13. METALIC DAMPERS • Utilize the hysteretic behaviour of metals in the inelastic range. • These can be fabricated from steel, lead or spherical shape memory alloys. 13
  • 14. • These systems are referred to as amplitude dependent systems. • Since the amount of energy dissipated, which is hysteretic in nature, is usually proportional to force and displacements. • It is most often located within the structural lateral load resisting elements such as braced frames. 14
  • 15. STEEL DAMPERS • Fabricated from round steel bars for cross-braced structure. • energy is dissipated by inelastic deformation of the rectangular steel frame in the diagonal direction of the tension brace. 15
  • 16. 16
  • 17. FRICTION DAMPERS • The friction surfaces are clamped with prestressing blots. • It exhibit perfect rectangular hysteretic behaviour. • Referred to as displacement- dependent systems, since the amount of energy dissipated is proportional to displacement. • Contact surfaces used are lead- bronze against stainless steel or teflon against stainless steel. 17
  • 18. 18
  • 19. LEAD EXTRUSION DAMPER •Utilize the hysteretic dissipation properties of metal. •Process of extrusion consists of forcing a lead piston through an orifice. 19
  • 20. 20
  • 21. Shape memory alloys • Also known as smart alloys, are metals that, after being strained, revert back to their original shape. • These enable large forces and movement actuation, as they can recover from large strain • They have capability of dissipating energy without incurring damage, as in case of steel dampers, when they yield. • Alloys used are NiTi, CuZnAl and CuAlNi. 21