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EARTHQUAKE
DESIGN
Fahad M.Bahlol 2016
Brief Study
1. Plan the building and structures in a symmetrical way
both in plan (horizontal axis) and elevation (vertical axis) .
2. Avoid open ground which is used for car parking .
3. Avoid heavy mass at top such as the swimming pool .
4. Provide openings for doors and windows at a distance of
min 0.6 m from the column edges .
5. Select good materials-concrete ingredients, brick, steel
etc. Specially steel having an elongation of above 14% and
yield strength of 415N/mm^2 .
Fig (3) : heavy mass at top ( swimming pool )
1. Ductility
2.Diverting the forces of an
earthquake safely
1. Decrease percent of the tension steel
2. Increase the percent of compression steel
3. Providing as per steel beam theory
4. Increase the compressive strength of
concrete
5. Increase the transverse shear reinforcement
Dissipation of forces through reliable
load paths:
1. Horizontal Primary load paths
2. vertical Primary load paths
 Tuned liquid dampeners (TLD)
 Self righting buildings
 Tuned mass dampeners (TMD)
 Base isolation
Fig (4) : Tuned liquid dampeners (TLD)
Fig (5) : Self righting buildings
Fig (6) :Tuned mass dampeners (TMD)
Fig (7) : Base isolation
Seismic resistance of building can be
enhanced mainly by:
1. Providing bracing in walls
2. Providing shear walls
3. Tubular designs
Vertical load path
DIAGONAL BRACING X- BRACING V- BRACING
K- BRACINGINVERTED V- BRACING
WILLIS TOWER
(CHICAGO)
Buildings often have vertical plate-like
RC walls called Shear Walls in addition
to slabs, beams and columns ,
They provide large strength and stiffness to
buildings in the direction of their orientation,
which significantly reduces lateral sway of the
building by enhances the earthquake resistance
of the structure .
 Shear walls are oblong in cross-
section, i.e., one dimension of the
cross-section is much larger than the
other
 While rectangular cross-section is
common, L- and U-shaped sections
are also used
 Shear walls are easy to construct, because
reinforcement detailing of walls is relatively
straight-forward and therefore easily implemented
at site
 Shear walls are efficient, both in terms of
construction cost and effectiveness in minimizing
earthquake damage in structural and non-structural
elements(like glass windows and building contents)
A three dimensional space structure
composed of three, four, or possibly
more frames, braced frames, or shear
walls, joined at or near their edges to
form a vertical tube-like structural
system capable of resisting lateral
forces in any direction by cantilevering
from the foundation
 Framed tubes allow fewer interior
columns, and so create more usable
floor space
 It can take a variety of floor plan
shapes from square and rectangular,
circular, and freeform giving scope for
architecture
1. Bundled Tube
2. Framed Tube
3. Braced Tube
4. Tube in Tube
 Generally earthquake design for the buildings is
important specially for tall building and the
structures which have the risks of earthquakes
 There is many essential types for earthquake
design , Shear Walls which is the important
 Modern constructions be strict on the factor safety
for total building so that earthquake design must
be taken on the modern Building .
Conclusions
1. Fundamental Concepts Of Earthquake
Engineering , Roberto Villaverdo .
2. Ductile detailing of reinforced concrete
structures subjected to seismic forces ,
V.R.Murthy
3. Earthquake resistant design and
construction of buildings, James M.Kelly
4. Basic earthquake Engineering , Sinan
Akkar .
References
Earthquake F.M.Bahlol

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Earthquake F.M.Bahlol

  • 2.
  • 3. 1. Plan the building and structures in a symmetrical way both in plan (horizontal axis) and elevation (vertical axis) . 2. Avoid open ground which is used for car parking . 3. Avoid heavy mass at top such as the swimming pool . 4. Provide openings for doors and windows at a distance of min 0.6 m from the column edges . 5. Select good materials-concrete ingredients, brick, steel etc. Specially steel having an elongation of above 14% and yield strength of 415N/mm^2 .
  • 4.
  • 5.
  • 6. Fig (3) : heavy mass at top ( swimming pool )
  • 7. 1. Ductility 2.Diverting the forces of an earthquake safely
  • 8. 1. Decrease percent of the tension steel 2. Increase the percent of compression steel 3. Providing as per steel beam theory 4. Increase the compressive strength of concrete 5. Increase the transverse shear reinforcement
  • 9. Dissipation of forces through reliable load paths: 1. Horizontal Primary load paths 2. vertical Primary load paths
  • 10.  Tuned liquid dampeners (TLD)  Self righting buildings  Tuned mass dampeners (TMD)  Base isolation
  • 11. Fig (4) : Tuned liquid dampeners (TLD)
  • 12. Fig (5) : Self righting buildings
  • 13. Fig (6) :Tuned mass dampeners (TMD)
  • 14. Fig (7) : Base isolation
  • 15. Seismic resistance of building can be enhanced mainly by: 1. Providing bracing in walls 2. Providing shear walls 3. Tubular designs Vertical load path
  • 16. DIAGONAL BRACING X- BRACING V- BRACING K- BRACINGINVERTED V- BRACING
  • 18. Buildings often have vertical plate-like RC walls called Shear Walls in addition to slabs, beams and columns , They provide large strength and stiffness to buildings in the direction of their orientation, which significantly reduces lateral sway of the building by enhances the earthquake resistance of the structure .
  • 19.
  • 20.
  • 21.  Shear walls are oblong in cross- section, i.e., one dimension of the cross-section is much larger than the other  While rectangular cross-section is common, L- and U-shaped sections are also used
  • 22.
  • 23.  Shear walls are easy to construct, because reinforcement detailing of walls is relatively straight-forward and therefore easily implemented at site  Shear walls are efficient, both in terms of construction cost and effectiveness in minimizing earthquake damage in structural and non-structural elements(like glass windows and building contents)
  • 24.
  • 25. A three dimensional space structure composed of three, four, or possibly more frames, braced frames, or shear walls, joined at or near their edges to form a vertical tube-like structural system capable of resisting lateral forces in any direction by cantilevering from the foundation
  • 26.
  • 27.
  • 28.
  • 29.  Framed tubes allow fewer interior columns, and so create more usable floor space  It can take a variety of floor plan shapes from square and rectangular, circular, and freeform giving scope for architecture
  • 30. 1. Bundled Tube 2. Framed Tube 3. Braced Tube 4. Tube in Tube
  • 31.
  • 32.
  • 33.
  • 34.
  • 35.  Generally earthquake design for the buildings is important specially for tall building and the structures which have the risks of earthquakes  There is many essential types for earthquake design , Shear Walls which is the important  Modern constructions be strict on the factor safety for total building so that earthquake design must be taken on the modern Building . Conclusions
  • 36. 1. Fundamental Concepts Of Earthquake Engineering , Roberto Villaverdo . 2. Ductile detailing of reinforced concrete structures subjected to seismic forces , V.R.Murthy 3. Earthquake resistant design and construction of buildings, James M.Kelly 4. Basic earthquake Engineering , Sinan Akkar . References