Effect of Friction Dampers on RC Structures Subjected to Earthquake

International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 3 Issue 5, August 2019 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD28017 | Volume – 3 | Issue – 5 | July - August 2019 Page 2616
Effect of Friction Dampers on
RC Structures Subjected to Earthquake
Akshay R1, B. S. Suresh Chandra2
1M.Tech Scholar, 2Associate Professor, Department of Civil Engineering
1,2Dr. Ambedkar Institute of Technology, Bengaluru, Karnataka, India
How to cite this paper: Akshay R | B. S.
Suresh Chandra "Effect of Friction
Dampers on RC Structures Subjected to
Earthquake"
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6470, Volume-3 |
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ABSTRACT
Among all the natural disasters such as flood, earthquake, drought,hurricanes
the least understood and the most destructive one is earthquake. Since, they
cause many of injuries and economical losses leaving behind a series of signs
of panic. Necessity to implement seismic codes in building design. For this a
better method of analysis such as static analysis, dynamic analysis and time
history analysis has to be adopted for performing the structures seismic risk
assessment. This dissertation work is concerned with the “Studies on Effectof
Friction Dampers on the Seismic Performance of RC( G+15) Storey Buildings”
According to IS 1893 (part 1): 2002 codal provisions the structures are
analyzed by Equivalent Static method & Time History method. The modeling
and analysis is done with ETAB SOFTWARE and the results obtained are
seismic parameters such as Time period, Baseshear,Lateraldisplacement and
Inter storey drift, storey stiffness, storey accelaration are tabulated and then
comparative study of structures with and without Friction dampers has been
done.
KEYWORDS: Friction dampers; Base shear, Lateral displacement Storey drift,
storey shear, storey accelaraation, slip load, and storey stiffness
1. INTRODUCTION
Need for Earthquake Resistant Structure
Severe ground shaking induces lateralinertialforceson buildings, causingthem
to sway back and forth with amplitude proportional to the energy fed in.
If a major portion of this energy can be consumed during
building motion, the seismic response can be considerably
improved. The manner in which this energy is consumed in
the structure determines the level of damage.
The use of bracing systems equipped with dissipative
devices is relatively new technique for the earthquake
protection of buildings that has been considered in several
recent experimental and theoretical studies. In particular,
the friction damping bracing system involving the device
proposed by Pall and Marsh (1982) has been carefully
analyzed, since its simplicity of construction and high
dissipative capacity encourages application in practice. At
present, the existing studies offer sufficiently detailed
information about the protection level,expressed in terms of
energy absorption or reduction of maximum horizontal
displacement.
Friction dampers dissipate specifically kinetic energy
through sliding of plate /surfaces. It can be equivalent to
30% critical damping ratio. Structural damage results in a
reduction in structure stiffness and in the modalparameters
of building structures. To improve seismic response friction
dampers is provided as X-brace. Energy dissipation capacity
depends upon its damping coefficient & non-linearity is
defined by the damping exponent. Results show that using
friction dampers to building can effectively reduce the
building responses by selecting optimum damping
coefficient i.e. when the building is connected to the friction
dampers, can control both displacements and accelerations
of the building.
2. LITERATURE REVIEW
S. S. Sanghai, et.al, This paper dealt with the use of friction
damper as a passive dispel device. To achieve the objective,
six storey and ten storey L-shaped structures has been
modeled with five different damper location formats in
SAP2000 subjected to El Centro and Utterkashi earthquake
records. Non-Linear Modal Time Historey Method has been
used for the analysis and base shear, joint displacement,
member forces and hysteresis energy has been compared to
find most optimal damper location format. The results
displayed that the damperplacementaffectssignificantly the
structural response. It was also found that many dampers
don’t give better results.
Milin N. Rajkotia, et.al, Thispaperdeal withstructureswith
and without friction damper subjected seismic loading with
unsymmetrical plan. In this study a five storey frame
structure with irregularity has been examined and the
modeling is supported by software SAP2000. Different
limitations such as base shear, axial force, shear force,
torsional moment, bending moment, fundamental time
period, energy dissipation of bare frame and friction-
damped frame have been studied. The study of different
parameters has been done for the design of the friction
damper. It was found that the slip load of thefriction damper
is the principle restriction and the optimum selection of
IJTSRD28017

International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
which would reduce the response of thestructure.Asperthe
results, friction damped frame proved to be more effective
3. OBJECTIVES
Aim and Objectives of the Present Study
1. The main aim of the research program is to analysis the
building with friction dampers to that of the bare frame
subjected to Non-linear time history method.
2. To study the effect of friction dampers placement along
width and height of building
3. To study the effect of relative stiffness on the behaviour
of damped frames.
4. To study the comparision between building with and
without friction dampers by non-linear time history
method.
5. To investigate the contribution of friction dampers to
lateral strength and lateral stiffness of the buildings.
6. To quantify the structural behaviour due to presence of
friction dampers.
7. Draw the seismic parameters such as displacement,
story acceleration, story drift, story force, base shear in
terms of graphs.
8. To know % energy dissipated under seismic force.
4. MODELING AND ANALYSIS
Time-history analysis
The analysis of models (bare frame, with dampers)
Nonlinear Time-History with Bhuj records adapted. Time-
history analysis is a step-by-step process to a specified
loading that vary with time. Linear or nonlinear analyzescan
be done.
Model Description
For the study purpose a 15 story building model has been
considered,
1. Number of stories = G+15
2. C/C dist between columns in X- dir = 4m
3. C/C dist between columns in Y- dir = 5m
4. Foundation level to ground level = 3m
5. Floor to floor height = 3m
6. Wall thickness = 230 mm
7. Live load on all floors = 3 kN/m2
8. Live load on all roofs = 1.5 kN/m2
9. Floor Finishes = 1 kN/m2
10. Material = M25; M30
and Fe415; e500
11. Depth of slab = 150 mm
Materials
ISA 150x150x10 equal angle section is brace in which
damper is been added
1. Mass of damped brace, M = 117.192 kg
2. Weight of damped brace, W = 1.1496
3. Direction U1 – Non – linear Property
4. Post yield stiffness ratio = 0.0001
5. Effective stiffness of brace along 5m span, Ke
=112957.2kN/m
6. Effective stiffness of brace along 4m span, Ke
=135023.2kN/m
7. Yielding exponent = 10
8. Yield strength/Slip load of friction damper =250kN
5. RESULTS AND DISCUSSION
It deals with results and discussion of bare frame structure
and structure with Friction Damper
Discussions are made based on following parameters
1. Storey Displacement
2. Storey drift
3. Storey acceleration
4. Storey Stiffness
5. Base Shear
6. 5.2 Storey Displacement
7. The floor level versus displacement graph is been
plotted for both models in X and Y direction.
STOREY DISPLACEMENT
It is the important factor, when the structure is affected by
seismic forces and wind forces. it mainly depends on the
height of the structure and tall structures are more flexible
for lateral loads.
STOREY DRIFT
The floor level versus drift graph is been plotted for both
models in X and Y direction.

International Journal of Trend in Scientific Research and Development (IJTSRD) @ www.ijtsrd.com eISSN: 2456-6470
Base Shear
The Shear force at the base of the structure so obtained is
been plotted for all three models in X and Y direction
.
6. CONCLUSION
In this study the focus is made on the study of seismic effect
on RC building. The performance of building is studied in
terms of time period, base shear, lateral displacements,
storey drifts with linear or non linear analysis with and
without friction dampers of (G+15) storey building models.
Analysis is carried by equivalent static and time history
method.
We can conclude from analysis ad result obtained from
present study.
A. Frictions dampers provided on periphery reduces
lateral displacement due to earthquake force.
B. Provision of friction dampers to building reduces storey
drift and helps to increase shear resistance
C. The effectiveness of friction dampers helps in
controlling lateral displacement, storey drift due to
earthquake force is observed in time history analysis
method.
D. Friction dampers provision helps to decrease storey
shear linearly with respect to height of the storey
increases compared to bare frame
E. From above result and discussion it is concluded that
corner damping for all stories is most effective
placement of friction damper compare to bare frame.
ACKNOWLEDGEMENTS
I am very much thankful to my guide B S SURESHCHANDRA
for their guidance and also very much thankful to Structural
Engineering Department, Faculty of Dr.AITfor givingsuch a
good facilities and platform to complete the dissertation
work and also my dear friends who have support me to
complete this work.
REFERENCES
[1] S. S. Sanghai and S. N. Khante “SEISMIC RESPONSE OF
UNSYMMETRIC BUILDING WITHOPTIMALLYPLACED
FRICTION DAMPERS” International Journal of Civil
Engineering and Technology Vol 8, Issue 2, February
2017.
[2] Milin N. Rajkotia and S. S. Sanghai “SEISMIC ANALYSIS
OF UNSYMMETRICAL BUILDING USING
SUPPLEMENTED DEVICE” International Journal for
Scientific Research & Development| Vol. 4, Issue 03,
2016.
[3] Avtar PALL and R. Tina PALL “PERFORMANCE-BASED
DESIGN USING PALL FRICTION DAMPERS - AN
ECONOMICAL DESIGN SOLUTION” 13th World
Conference on Earthquake Engineering Vancouver, B.
C., Canada August 1-6 2004 Paper No. 1955.
[4] Avtar S. Pall and Cedric Marsh “RESPONSE OF
FRICTION DAMPED BRACED FRAMES” The Journal of
the Structural Division, Proceedings of the American
Society of Civil Engineers, CASCE, Vol. 108, No. ST6,
June, 1982.
[5] Z. N. Shaikh, M. G. Shaikh “Improving Resistance of
Structure to Earthquake using Damper” International
Journal for Scientific Research & Development| Vol. 4,
Issue 05, 2016.
[6] Exploring Engineering, ISSN: 2278-3075, Volume-3,
Issue-10, March 2014

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