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INTRODUCTION TO EARTHQUAKE RESISTANCE
MODERN TECHNIQUES
Overview
• Base Isolation
• Elastomeric Isolation
• Sliding Isolation
• Combined Isolation
• Seismic Dampers
• Friction Dampers
• Tune Mass Dampers
• Visco Elastic Dampers
INTRODUCTION
• Buildings respond to earthquake ground shaking in
different ways.
• Some alternatives to avoid significant damage in
buildings in strong ground shaking are:
– To provide the building with unreasonably high strength
(which may not be economically justified).
– To design the building to have a normal (economically
justifiable) strength following damage resistant principles;
in this case despite the seismic force being larger than the
building strength damage will be minimal and restricted
only to easily replaceable sacrificial components.
– To alter the building’s characteristics through external
intervention such that even in strong ground shaking the
demand is less than the design strength of the building and
its components
• Base Isolation:
– Base isolation control is a passive control system
– Base isolation enables buildings and non-buildings
(such as bridges) to survive during sever earthquake.
– base isolation can be used both for new as well as
existing structures as retrofitting.
– Base isolation doesn't make building earthquake proof
but it increases earthquake resistance of buildings.
Base isolation and damping
• Concept of base isolation
– Isolation of superstructure from the foundation is known as
base isolation.
– It is the most powerful tool for passive structural vibration
control technique.
Fig.1 Base Isolated Structures
• Significantly Increase the Period of the Structure and the
Damping so that the Response is Significantly Reduced.
Fig 2 Spectral Response for a Typical Base Isolation System
TYPES OF BASE ISOLATIONS
• Base isolation systems which uses Elastomeric Bearings
Elastomeric Isolators
– This is the mostly widely used Base Isolator.
– The elastomer is made of either Natural Rubber or
Neoprene.
– The structure is decoupled from the horizontal components
of the earthquake ground motion.
– A layer with low horizontal stiffness is introduced between
the structure and the foundation.
Lead rubber bearing
Base isolation and damping
Base isolation and damping
Base isolation and damping
• Sliding Base Isolation Systems
– It is the second basic type of isolators.
– This works by limiting the base shear across the isolator
interface.
Fig: Metallic Roller Bearing
• Spherical Sliding Base Isolators
– The structure is supported by bearing pads that have curved
surface and low friction.
– During an earthquake, the building is free to slide on the
bearings.
Fig: Spherical Sliding Base Isolator
• Friction Pendulum Bearing
– These are specially designed base isolators which
works on the principle of simple pendulum.
– It increases the natural time period of oscillation
by causing the structure to slide along the concave
inner surface through the frictional interface.
– It also possesses a re-centering capability.
Fig: Cross-section of Friction Pendulum Bearing
• Typically, bearings measure 3 feet in dia., 8 inches in height.
• Benicia Martinez Bridge, California is one of the largest
bridges to date to undertake a seismic isolation retrofit
• Largest seismic isolation bearings, measuring 13 feet in
diameter, and weighing 18145 kg. They have a lateral
displacement capacity of 53 inches, and a 5 second period.
Fig: Bearing used in Benicia Martinez Bridge (left) and Benicia Martinez Bridge (right)
9. BASE ISOLATION IN REAL BUILDINGS
• Seismic isolation is a relatively recent and evolving
technology. It has been in increased use since the
1980s, and has been well evaluated and reviewed
internationally.
• Base isolation is also useful for retrofitting important
buildings (like hospitals and historic buildings).
• By now, over 1000 buildings across the world have
been equipped with seismic base isolation.
• In India, base isolation technique was first demonstrated
after the 1993 Killari (Maharashtra) Earthquake.
• Two single storey buildings in newly relocated Killari town
were built with rubber base isolators resting on hard
ground.
• After the 2001 Bhuj (Gujarat) earthquake, the four-storey
Bhuj Hospital building was built with base isolation
technique.
• All were brick masonry buildings with concrete roof.
9. BASE ISOLATION IN REAL BUILDINGS
• The figure shows the base isolation technique used in the
Bhuj Hospital building with the help of Base Isolators.
9. BASE ISOLATION IN REAL BUILDINGS
• Advantages of Base Isolation
– Isolates Building from ground motion
• Lesser seismic loads, hence lesser damage to the
structure.
• Minimal repair of superstructure.
– Building can remain serviceable throughout construction.
– Does not involve major intrusion upon existing
superstructure.
• Disadvantages of Base Isolation
– Expensive
– Cannot be applied partially to structures unlike other
retrofitting
– Challenging to implement in an efficient manner
– Allowance for building displacements
– Inefficient for high rise buildings
– Not suitable for buildings rested on soft soil.
Seismic Dampers
• Seismic Dampers are used in place of structural elements, like
diagonal braces, for controlling seismic damage in structures.
• It partly absorbs the seismic energy and reduces the motion of
buildings.
• Types:-
– Viscous Dampers (energy is absorbed by silicone-based fluid passing
between piston-cylinder arrangement),
– Tune mass dampers
– Friction Dampers (energy is absorbed by surfaces with friction between
them rubbing against each other), and
• Viscous Dampers:
Base isolation and damping
• Tuned Mass Damper(TMD)
– It is also known as an active mass damper (AMD) or harmonic
absorber.
– It is a device mounted in structures to reduce the amplitude of
mechanical vibrations.
– Their application can prevent discomfort, damage, or outright
structural failure.
– They are frequently used in power transmission, automobiles
and tall buildings.
TMD in Taipei 101
• Taipei 101 has the largest TMD sphere in the world and
weighs 660 metric tonnes with a diameter of 5.5 metre and
costs US$4 million (total structure costsUS$ 1.80 billion).
TMD in Taipei 101
Components of TMD
• Friction dampers:
– These are the metal surface in contact with each others
– Energy is absorbed by friction between metals
– Typically it consists of several plates sliding against each
others in opposite direction
– It can be used in various moment resting connections,
diagonal braces.
Friction dampers
Base isolation and damping

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Base isolation and damping

  • 1. INTRODUCTION TO EARTHQUAKE RESISTANCE MODERN TECHNIQUES Overview • Base Isolation • Elastomeric Isolation • Sliding Isolation • Combined Isolation • Seismic Dampers • Friction Dampers • Tune Mass Dampers • Visco Elastic Dampers
  • 2. INTRODUCTION • Buildings respond to earthquake ground shaking in different ways. • Some alternatives to avoid significant damage in buildings in strong ground shaking are: – To provide the building with unreasonably high strength (which may not be economically justified). – To design the building to have a normal (economically justifiable) strength following damage resistant principles; in this case despite the seismic force being larger than the building strength damage will be minimal and restricted only to easily replaceable sacrificial components. – To alter the building’s characteristics through external intervention such that even in strong ground shaking the demand is less than the design strength of the building and its components
  • 3. • Base Isolation: – Base isolation control is a passive control system – Base isolation enables buildings and non-buildings (such as bridges) to survive during sever earthquake. – base isolation can be used both for new as well as existing structures as retrofitting. – Base isolation doesn't make building earthquake proof but it increases earthquake resistance of buildings.
  • 5. • Concept of base isolation – Isolation of superstructure from the foundation is known as base isolation. – It is the most powerful tool for passive structural vibration control technique. Fig.1 Base Isolated Structures
  • 6. • Significantly Increase the Period of the Structure and the Damping so that the Response is Significantly Reduced. Fig 2 Spectral Response for a Typical Base Isolation System
  • 7. TYPES OF BASE ISOLATIONS • Base isolation systems which uses Elastomeric Bearings Elastomeric Isolators
  • 8. – This is the mostly widely used Base Isolator. – The elastomer is made of either Natural Rubber or Neoprene. – The structure is decoupled from the horizontal components of the earthquake ground motion. – A layer with low horizontal stiffness is introduced between the structure and the foundation.
  • 13. • Sliding Base Isolation Systems – It is the second basic type of isolators. – This works by limiting the base shear across the isolator interface. Fig: Metallic Roller Bearing
  • 14. • Spherical Sliding Base Isolators – The structure is supported by bearing pads that have curved surface and low friction. – During an earthquake, the building is free to slide on the bearings. Fig: Spherical Sliding Base Isolator
  • 15. • Friction Pendulum Bearing – These are specially designed base isolators which works on the principle of simple pendulum. – It increases the natural time period of oscillation by causing the structure to slide along the concave inner surface through the frictional interface. – It also possesses a re-centering capability. Fig: Cross-section of Friction Pendulum Bearing
  • 16. • Typically, bearings measure 3 feet in dia., 8 inches in height. • Benicia Martinez Bridge, California is one of the largest bridges to date to undertake a seismic isolation retrofit • Largest seismic isolation bearings, measuring 13 feet in diameter, and weighing 18145 kg. They have a lateral displacement capacity of 53 inches, and a 5 second period. Fig: Bearing used in Benicia Martinez Bridge (left) and Benicia Martinez Bridge (right)
  • 17. 9. BASE ISOLATION IN REAL BUILDINGS • Seismic isolation is a relatively recent and evolving technology. It has been in increased use since the 1980s, and has been well evaluated and reviewed internationally. • Base isolation is also useful for retrofitting important buildings (like hospitals and historic buildings). • By now, over 1000 buildings across the world have been equipped with seismic base isolation.
  • 18. • In India, base isolation technique was first demonstrated after the 1993 Killari (Maharashtra) Earthquake. • Two single storey buildings in newly relocated Killari town were built with rubber base isolators resting on hard ground. • After the 2001 Bhuj (Gujarat) earthquake, the four-storey Bhuj Hospital building was built with base isolation technique. • All were brick masonry buildings with concrete roof. 9. BASE ISOLATION IN REAL BUILDINGS
  • 19. • The figure shows the base isolation technique used in the Bhuj Hospital building with the help of Base Isolators. 9. BASE ISOLATION IN REAL BUILDINGS
  • 20. • Advantages of Base Isolation – Isolates Building from ground motion • Lesser seismic loads, hence lesser damage to the structure. • Minimal repair of superstructure. – Building can remain serviceable throughout construction. – Does not involve major intrusion upon existing superstructure.
  • 21. • Disadvantages of Base Isolation – Expensive – Cannot be applied partially to structures unlike other retrofitting – Challenging to implement in an efficient manner – Allowance for building displacements – Inefficient for high rise buildings – Not suitable for buildings rested on soft soil.
  • 22. Seismic Dampers • Seismic Dampers are used in place of structural elements, like diagonal braces, for controlling seismic damage in structures. • It partly absorbs the seismic energy and reduces the motion of buildings. • Types:- – Viscous Dampers (energy is absorbed by silicone-based fluid passing between piston-cylinder arrangement), – Tune mass dampers – Friction Dampers (energy is absorbed by surfaces with friction between them rubbing against each other), and
  • 25. • Tuned Mass Damper(TMD) – It is also known as an active mass damper (AMD) or harmonic absorber. – It is a device mounted in structures to reduce the amplitude of mechanical vibrations. – Their application can prevent discomfort, damage, or outright structural failure. – They are frequently used in power transmission, automobiles and tall buildings. TMD in Taipei 101
  • 26. • Taipei 101 has the largest TMD sphere in the world and weighs 660 metric tonnes with a diameter of 5.5 metre and costs US$4 million (total structure costsUS$ 1.80 billion). TMD in Taipei 101
  • 28. • Friction dampers: – These are the metal surface in contact with each others – Energy is absorbed by friction between metals – Typically it consists of several plates sliding against each others in opposite direction – It can be used in various moment resting connections, diagonal braces. Friction dampers