Earthquick rasistant structure, Engineering GEOLOGY,NATURALHAZARDS, TARANJEET SINGH LUBANA PPT, PRESENTATION,GOOD WORK, HARD WORK. GEOLOGY,

1. Presented by:
TARANJEET SINGH LUBANA
M.Sc. 3rd Semester
Department of Geology
University of Lucknow

10.  When the ground shakes, building responds to the
acceleration transmitted from the ground through
the structure foundations.
 The inertia ( which wants to sty at rest) can cause
shearing of the structure which can concentrate
stresses on the weak walls or the joints in the
structure resulting in failure or perhaps total
collapse.
 The type of shaking and frequency depends on the
structure .
 Tall buildings tends to amplify the motion of the
buildings as compare to smaller one’s.

11.  During earthquakes columns undergo relative
moment between there're ends and forms
plastic hinges and cause ultimate failure .
 Earthquake causes vertical displacement as
well as horizontal .
 Generally structure are primarily designed to
carry the gravity loads so that the design of
gravity loads is adequate for earthquake shake
at vertical direction but may not be able to
sustain the effects in horizontal direction.

12.  As we know that earthquake causes shaking so
building rest on the ground will automatically
experience motion at its base but roof or upper
portion of building stay in its original position due to
inertia(mass) , the motion of the ground is different
from that of roof and ultimately column failure at
ground floor takes place.

19.  Designing of structure is done manually after
analysis of structure is done .
 Using Data Analysis all the structural elements in
building are designed .
 Generally the structural elements are :---
1. Beams
2. Columns
3. Slabs
4. Foundation
5. Shear wall
6. Bracing of Masonry walls
7. Bracings etc…..

20.  There are two ways to safeguard a building against
earthquake , one way is strengthening all structural
elements & second way is reducing the impact of
seismic forces on building , rather than strengthening
it .
 And these ways are :-
 FIRST APPROACH
1. Shear wall 2. Bracings 3. Moment resisting frames.
 SECOND APPROACH
1. Base isolation technique. 2. Energy Dissipation
Devices

21.  In structural engineering,
a shear wall is a vertical
element of a seismic force
resisting system and that
is designed to resist in
plane lateral forces ,
wind and seismic loads.
 A structure of shear
walls is provided in the
center of a large building
often encasing an
elevator shaft or
stairwells , or sides of
buildings.

22.  Generally bracing are steel
members provide to resist
lateral forces acting on the
building .
 Bracings are provided at
joints , masonry walls , or
provided to whole structure.

27.  Used for both structural steel and reinforced concrete
construction.
 The horizontal beams and vertical columns provide both
support for the structure’s weight and the strength and
stiffness needed to resist lateral forces.
 Stiffness and strength are achieved through the use of rigid
connections between the beams and columns that prevent
these elements from rotating relative to one other.
 Moment-resisting frame systems are popular because they
do not require braced frames or structural walls, therefore
permitting large open spaces and facades with many
unobstructed window openings .

28.  To reduce the intent of earthquake base isolation is
done and it is one of the most popular means of
protecting a structure against earthquake forces.
 For e.g. buildings , base-isolation may be achieved
by reducing the coefficient of friction between
structure and its foundation or by placing a flexible
connection between the structure and its foundation.
 A flexible joint is used between column and footing
at the floor level , it separates super structure from
the foundation, thus during earthquake no vibration
is carried to the superstructure .

30.  INTRODUCE FLEXIBILITY
TO THE STRUCTERS.
 BUILDING IS RESTED ON
FLEXIBLE PADS (BASE
ISOLATORS.)
 WHEN EARTHQUAKE
STRIKES THE BUILDING
DOES NOT MOVES.
 BUT It is suitable for hard
soil only.

35.  THESE ARE USED IN PLACE OF STRUCTURAL
ELEMENTS SUCH AS DIAGONAL BRACES.
 ACT LIKE HYDRAULIC SHOCK ABSORBERS.
 WHEN SEISMIC ENERGY TRANSMITTED
THROUGH THEM, DAMPERS ABSORB PART OF
IT, & THUS DAMP THE MOTION OF THE
BUILDING.

37. TYPES OF SEISMIC DAMPERS
 VISCOUS DAMPERS:- ENERGY IS
ABSORBED BY SILICON BASED FLUID
PASSING BETWEEN PISTON CYLINDER
ARRANGEMENTS.
 FRICTION DAMPERS:- ENERGY
ABSORBED BY SURFACE WITH
FRICTION BETWEEN THEM RUBBING
AGAINST EACH OTHER.
 YIELDING DAMPERS:- ENERGY IS
ABSORBED BY METALLIC
COMPONENTS THAT YIELD.
 VISCO ELASTIC DAMPERS:- ENERGY
IS ABSORBED BY UTILIZING THE
CONTROLLED SHEARING OF SOLIDS.

48.  Avoid weak column and strong beam design
 Provide thick slab which will help as a rigid
diaphragm
 Provide cross walls which will stiffen the structures
 Provide shear walls in a symmetrical fashion
 Increase in the transverse (Shear) reinforcement.
 Horizontal lintel band should be provided
 Revision/ updating of building code of INDIA
 The building must be regular and symmetrical in
shape
 Reinforcing bars should be provided at the corners
and the junctions of the walls….

50.  Design the structure to resist the loads for safety
against Earthquakes.
 Base isolation can also be used for retrofitting of
structure .
 Construct symmetrical structure to avoid torsion.
 No structure on the planet can be constructed 100%
earthquake proof , only its resistance to earthquake
can be increased .
 Earthquakes are not predictable .
 Construct Earthquake-Resistant Structures .

51.  It is possible to evaluate the earthquake forces acting
on the structure.
 Design the structure to resist the above loads for
safety against Earthquakes.
 Base isolation can also be used for retrofitting of
structure.
 WHILE EARTHQUAKES ARE INEVITABLE, EACH
EARTHQUAKE NEED NOT CONVERT INTO A
DISASTER... AS WHAT COMES IN BETWEEN IS A
CULTURE OF SAFETY &
PREVENTATION…………..