Presented by, Guided by,
AKSHAY KUMAR V V Prof. SAJEEB R
7107
16-06-2017 1
 Earthquakes constitute one of the worst natural hazards
which often turn into disaster causing widespread destruction
and loss to human life.
 The effects of earthquake vary upon the magnitude and
intensity. Earthquakes occur every now and then all round the
world, except in some places where earthquakes occur rarely.
 No structure on the planet can be constructed 100%
earthquake proof, Only its resistance to earthquake can be
increased.
16-06-2017 2
 An Earthquake is the result of a sudden release of
energy in the earth’s crust that creates seismic waves.
Nepal earthquake(2015)
(Source:http://www.eqclearinghouse.org/)
16-06-2017 3
Bhuj earthquake(2001)
(Source:http://bhujbolechhe.org)
16-06-2017 4
 Roll of Inertial Force,
F=M*a
Effect of Inertia in a building when shaken at its base.
(Source: www.nicee.org/EQTips.php)
16-06-2017 5
1. Energy dissipation device
2. Bracing
3. Isolation
4. Bands
5. Shear walls
16-06-2017 6
 Its also called Dampers.
 Dampers act like hydraulic shock absorbers.
 Which absorb vibrations caused due to earthquakes.
 Usually for protecting tall buildings.
 Reduces the swaying of buildings.
 Installed along with Bracings
16-06-2017 7
 Viscous Dampers
 Friction Dampers
 Yielding Dampers
16-06-2017 8
(Source: www.nicee.org/EQTips.php)
16-06-2017 9
 Braced frames are prevalently utilized as
lateral load resisting system.
 Bracing is usually seen with two digonal
supports placed in an X shaped manner.
 Steel cables can be used for bracing.
16-06-2017 10
Single Diagonals
(Source:www.slideshare.net)
Cross bracing
(Source:www.slideshare.net)
16-06-2017 11
John Hancock Tower in chicago
(Source:www.nexus.globalquakemodel.org)
16-06-2017 12
 New kind of energy dissipating frame
 Energy absorbing fuse
 Provide excellent ductility and lateral stiffness.
 Timber pieces and mild steel are used
16-06-2017 13
Knee bracings
(source:www.ideers.bris.ac.uk)
Knee bracings
(source:httpsembed.widencdn.net)
16-06-2017 14
 Base isolated structure is supported by a series of
bearing pads which are placed between building and
building foundation.
 Principle is easy and widely used.
 The main feature of the base isolation technology is
that it introduces flexibility in the structures.
 Reduce the building acceleration by ¼ the acceleration
of fixed base building
 Base Isolation Using tyre pads is an economical
method.
16-06-2017 15
16-06-2017 16
16-06-2017 17
Seismic base isolation pads using scrap automobile tires
(Source:www.sefindia.org/forum/files/low)
Pasadena city hall
(Source:www.cityofpasadena.net)
16-06-2017 18
 CITY OF PAS
CITY OF PASADENA(USA)
(Source:www.clarkconstruction.com)
16-06-2017 19
 Horizontal bands are the most important
earthquake-resistant feature in masonry
buildings
 They hold a masonry building as a single unit
by tying all the walls together
 There are Four types of bands in a typical
masonry building,
Gable band, Roof band, Lintel band and Plinth
band
16-06-2017 20
16-06-2017 21
Horizontal Bands in masonry building
(Source: www.nicee.org/EQTips.php)
(Source: www.nicee.org/EQTips.php)
16-06-2017 22
The 1993 Latur Earthquake(Central India)-one masonry house in Killari village had horizontal
lintel band and sustained the shaking without damage
(Source: Murty.C.V.R, 2015)
16-06-2017 23
 Vertically oriented wide beams
 It carries seismic loads down to the bottom of
foundation
 Provides large strength and stiffness to buildings
 Thickness generally varies from 150mm to 400mm in
high rise buildings
16-06-2017 24
Reinforced concrete shear walls in buildings Types of shear walls
(Source: Murty.C.V.R, 2015) (Source: Murty.C.V.R, 2015)
16-06-2017 25
Two-storey building with multiple Two-storey building with multiple
load paths in X direction load paths in Y direction
(Source:www.recoveryplatform.org)
16-06-2017 26
Reinforcement details of RC walls
(Source:www.recoveryplatform.org)
16-06-2017 27
 The work in the field of earthquake resistant techniques is very
important to have safe structures.
 Techniques for earthquake resistance is not strengthen the
building, but to reduce the earthquake generated forces acing
upon it.
 Effects made by the Earthquake mainly depends on
acceleration of base and mass of building.
16-06-2017 28
 Cancellara.D, Angelis.F.D (2016), Assessment and dynamic nonlinear analysis of
different base isolation systems for a multi-storey RC building irregular in
plan,Computers and Structures, 79(Article in press).
 Fateh.A, Hejazi.F, Jaafar.M.S, Karim.I.A (2016), Design of a variable stiffness bracing
system: Mathematical modeling, Fabrication and dynamic analysis, Soil Dynamics and
Earthquake Engineering, 80: 87-101.
 Nobahar.E, Farahi.M, Mofid.M (2016),Quantification of seismic performance factors of
the buildings consisting of disposable knee bracing frames, Journal of Constructional
Steel Research, 124: 132-141.
 Murty.C.V.R(2015), Learning Earthquake Design and Construction, Earthquake tips,
(www.nicee.org/EQTips.php).
 Yun-tian Wu, Dao Y.K,Yeong .B.Y (2016), Seismic performance of steel and concrete
composite shear walls with embedded steel truss for use in high-rise buildings ,
Engineering Structures, 125: 39-53.
 www.nexus.globalquakemodel.org
 http://greenfieldgeography.wikispaces.com/Before+the+event
 https://nees.org/resources
 http://www.sefindia.org/forum/files/low_1_464.pdf
 www.recoveryplatform.org
16-06-2017 29
16-06-2017 30

Techniques to resist earthquake

  • 1.
    Presented by, Guidedby, AKSHAY KUMAR V V Prof. SAJEEB R 7107 16-06-2017 1
  • 2.
     Earthquakes constituteone of the worst natural hazards which often turn into disaster causing widespread destruction and loss to human life.  The effects of earthquake vary upon the magnitude and intensity. Earthquakes occur every now and then all round the world, except in some places where earthquakes occur rarely.  No structure on the planet can be constructed 100% earthquake proof, Only its resistance to earthquake can be increased. 16-06-2017 2
  • 3.
     An Earthquakeis the result of a sudden release of energy in the earth’s crust that creates seismic waves. Nepal earthquake(2015) (Source:http://www.eqclearinghouse.org/) 16-06-2017 3
  • 4.
  • 5.
     Roll ofInertial Force, F=M*a Effect of Inertia in a building when shaken at its base. (Source: www.nicee.org/EQTips.php) 16-06-2017 5
  • 6.
    1. Energy dissipationdevice 2. Bracing 3. Isolation 4. Bands 5. Shear walls 16-06-2017 6
  • 7.
     Its alsocalled Dampers.  Dampers act like hydraulic shock absorbers.  Which absorb vibrations caused due to earthquakes.  Usually for protecting tall buildings.  Reduces the swaying of buildings.  Installed along with Bracings 16-06-2017 7
  • 8.
     Viscous Dampers Friction Dampers  Yielding Dampers 16-06-2017 8
  • 9.
  • 10.
     Braced framesare prevalently utilized as lateral load resisting system.  Bracing is usually seen with two digonal supports placed in an X shaped manner.  Steel cables can be used for bracing. 16-06-2017 10
  • 11.
  • 12.
    John Hancock Towerin chicago (Source:www.nexus.globalquakemodel.org) 16-06-2017 12
  • 13.
     New kindof energy dissipating frame  Energy absorbing fuse  Provide excellent ductility and lateral stiffness.  Timber pieces and mild steel are used 16-06-2017 13
  • 14.
  • 15.
     Base isolatedstructure is supported by a series of bearing pads which are placed between building and building foundation.  Principle is easy and widely used.  The main feature of the base isolation technology is that it introduces flexibility in the structures.  Reduce the building acceleration by ¼ the acceleration of fixed base building  Base Isolation Using tyre pads is an economical method. 16-06-2017 15
  • 16.
  • 17.
    16-06-2017 17 Seismic baseisolation pads using scrap automobile tires (Source:www.sefindia.org/forum/files/low)
  • 18.
  • 19.
     CITY OFPAS CITY OF PASADENA(USA) (Source:www.clarkconstruction.com) 16-06-2017 19
  • 20.
     Horizontal bandsare the most important earthquake-resistant feature in masonry buildings  They hold a masonry building as a single unit by tying all the walls together  There are Four types of bands in a typical masonry building, Gable band, Roof band, Lintel band and Plinth band 16-06-2017 20
  • 21.
    16-06-2017 21 Horizontal Bandsin masonry building (Source: www.nicee.org/EQTips.php)
  • 22.
  • 23.
    The 1993 LaturEarthquake(Central India)-one masonry house in Killari village had horizontal lintel band and sustained the shaking without damage (Source: Murty.C.V.R, 2015) 16-06-2017 23
  • 24.
     Vertically orientedwide beams  It carries seismic loads down to the bottom of foundation  Provides large strength and stiffness to buildings  Thickness generally varies from 150mm to 400mm in high rise buildings 16-06-2017 24
  • 25.
    Reinforced concrete shearwalls in buildings Types of shear walls (Source: Murty.C.V.R, 2015) (Source: Murty.C.V.R, 2015) 16-06-2017 25
  • 26.
    Two-storey building withmultiple Two-storey building with multiple load paths in X direction load paths in Y direction (Source:www.recoveryplatform.org) 16-06-2017 26
  • 27.
    Reinforcement details ofRC walls (Source:www.recoveryplatform.org) 16-06-2017 27
  • 28.
     The workin the field of earthquake resistant techniques is very important to have safe structures.  Techniques for earthquake resistance is not strengthen the building, but to reduce the earthquake generated forces acing upon it.  Effects made by the Earthquake mainly depends on acceleration of base and mass of building. 16-06-2017 28
  • 29.
     Cancellara.D, Angelis.F.D(2016), Assessment and dynamic nonlinear analysis of different base isolation systems for a multi-storey RC building irregular in plan,Computers and Structures, 79(Article in press).  Fateh.A, Hejazi.F, Jaafar.M.S, Karim.I.A (2016), Design of a variable stiffness bracing system: Mathematical modeling, Fabrication and dynamic analysis, Soil Dynamics and Earthquake Engineering, 80: 87-101.  Nobahar.E, Farahi.M, Mofid.M (2016),Quantification of seismic performance factors of the buildings consisting of disposable knee bracing frames, Journal of Constructional Steel Research, 124: 132-141.  Murty.C.V.R(2015), Learning Earthquake Design and Construction, Earthquake tips, (www.nicee.org/EQTips.php).  Yun-tian Wu, Dao Y.K,Yeong .B.Y (2016), Seismic performance of steel and concrete composite shear walls with embedded steel truss for use in high-rise buildings , Engineering Structures, 125: 39-53.  www.nexus.globalquakemodel.org  http://greenfieldgeography.wikispaces.com/Before+the+event  https://nees.org/resources  http://www.sefindia.org/forum/files/low_1_464.pdf  www.recoveryplatform.org 16-06-2017 29
  • 30.