1
◆ Project Name ◆
“ Earthquake Analysis of Multistoried Residential
Building Using STAAD PRO. ”
.
D Y Patil College Of Engineering ,Akurdi, Pune

● Under guidance of ●
Mr. Hardik Mandwe Sir
(Assistant Prof. DYPCOE)
● Students Name ●
1) Mahesh Budde :- 71901304G
2) Suraj Bhise :- 71901283L
3) Avirat Murade :- 71901610L
4) Arshan Shaik :- 71901811M
5) Shalom Valvi :- 71901813H
2
D Y Patil College Of Engineering ,Akurdi, Pune

Contents
3
 Introduction
 Objectives
 Literature View
 Methodology
 IS Code Used
 Seismic zones in India
 Software Used
 Building Plan for Project
 Rendering view of Building structure
 Schedule of Planningg
 Steps for modelling
 Loads
 Load Combination
 Shear wall
 Design of beam ,column , shear wall
 Results and Conclusion
 Reference
.
. D Y Patil College Of Engineering ,Akurdi, Pune

Introduction
4
►Due to day by day increase in population growth in India ,there is a
deficiency of land area so there is a requirement of design and
earthquake analysis of multi-storeyed building before the construction
starts.
►The main object of the project is to modify the general design of
multistorey building with seismic effect.
►Seismology is the study of vibration of earth mainly caused by
earthquakes and seismic waves that move through and around the
earth.
►So as to stop the loss of life and property the structure must be
planed against the seismic waves.

Continue…
5
.
►For this the complete analysis of structure is essential the
analysis can be done by doing calculation manually or using
the software named as STADD PRO.
►Here in this project we are going to make the earthquake
analysis of the multi-storeyed residential building using
STADD PRO.
D Y Patil College Of Engineering ,Akurdi, Pune

Aim And Objective
◦ Aim of the present study is to compare the behavior of High-rise
multistoried residential building with shear wall to analyze and design the
effect of building height on the performance under earthquake forces.
◦ Using STAAD-PRO SOFTWARE. Study of shear forces, bending
moment, seismic forces and Node displacement during assigning process
and restrain them by applying suitable property and material and again
assigning.
◦ Check the stability of the structure providing shear wall and various
positions of shear wall.
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D Y Patil College Of Engineering ,Akurdi, Pune

Scope of project
◦ In the present study, G+14 high-rise multistoried building of RCC
framed structure are considered for earthquake analysis providing shear
wall by using STAAD-PRO software.
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D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
1 PROF. S .G. Makrande
MR Suyog Bezalwar
Prof. GD dhawale
Paper Name :-
"Study Of Analysis And Design Of
Multistoried Residential Building"
-Analysis of Multistory Building considering hybrid
Structure.
-Hybrid Structures are often built in which the lateral
resistance is provided by a mixture of structures.
- Pushover analysis (PA), static &
Dynamic earthquake analysis are widely accepted from
the engineering point of view as a practical and
computationally attractive method of estimating
engineering demand parameters.
Literature Review
8
. D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
1 -Computer aided analysis and design of multi-storied
buildings.
- STAAD PRO has the capability to calculate the
reinforcement need.
-The program contains a number of parameters which
are designed as per IS: 456(2000). Beams are designed
for flexure.
Literature Review
9
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
2 Mr .Pathan Irfan Khan
Dr. Mrs .N.R.Dhamge
Paper Name :-
PAPER ON SEISMIC ANALYSIS
OF
MULTISTORIED RCC BUILDING
DUE TO MASS IRREGULARITY
● Whenever a structure having different irregularity,
it is necessary to analyse the building in various
earthquake zones.
● From many past studies it is clear that effect of
earthquake on structure can be minimize by providing
shear wall, base isolation etc.
● The lateral displacement of the building is reduced
as the percentage of irregularity increase.
Literature Review
10
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
3 Mrs .Keerthy Gowda B .S
Sayyed Tajoddeen
Paper Name :-
"Seismic Analysis Of Multistoried
Building with Floating Column ".
● Through the parametric study of storey drift, storey
shear, time
period and displacement, it was found that the multi-
storey buildings with floating columns
performed poorly under seismic excitation.
●Thus to improve seismic performance of the multi-
storey RC building,lateral bracings were provided.
Literature Review
11
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
4 DJ LADJINOVIC
A RASETA
A RADUJIKOVIC
R FOLIC
PAPER NAME :-
" Comparison of Structural Models
for seismic Analysis Of multi storey
Frame Buildings".
● the interaction between the components of critical
support structure and substantially better estimation
of strength capacity and deformation of buildings
exposed to earthquakes.
● This paper presents an overview of modelling
methods and results of the analysis obtained for the
designed model of multi-storey frame using the
programme SAP2000 and OpenSees.
Literature Review
12
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
4 DJ LADJINOVIC
A RASETA
A RADUJIKOVIC
R FOLIC
PAPER NAME :-
" Comparison of Structural Models
for seismic Analysis Of multi storey
Frame Buildings".
● the interaction between the components of critical
support structure and substantially better estimation
of strength capacity and deformation of buildings
exposed to earthquakes.
● This paper presents an overview of modelling
methods and results of the analysis obtained for the
designed model of multi-storey frame using the
programme SAP2000 and OpenSees.
Literature Review
13

Sr.no Author Conclusion
4 DJ LADJINOVIC
A RASETA
A RADUJIKOVIC
R FOLIC
PAPER NAME :-
" Comparison of Structural Models
for seismic Analysis Of multi storey
Frame Buildings".
● the interaction between the components of critical
support structure and substantially better estimation
of strength capacity and deformation of buildings
exposed to earthquakes.
● This paper presents an overview of modelling
methods and results of the analysis obtained for the
designed model of multi-storey frame using the
programme SAP2000 and OpenSees.
Literature Review
14
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
5 Taha AAnsari ,
Sagar Jamle
Paper name :-
"Performance based Seismic
Analysis Of Regular RC Building"
●In such type of cases performance based design
philosophy has been required as seismic response of
structure depends on various factors which are
complex in nature.
●The objective of the study is to propose simplified
and practical design approach which enables
designers to consider effects of interaction of soil and
structure in earthquake analysis.
Literature Review
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D Y Patil College Of Engineering ,Akurdi, Pune

Sr.no Author Conclusion
6 S .P. Sharma.
J .P. Bhandare.
PAPER NAME:-
“SEISMIC PERFORMANCE OF
MULTISTOREY BUILDING WITH
DIFFERENT LOCATIONS OF
SHEAR WALL AND DIAGRID.”
• IT is observe that the deflection at the different
level in multistorey building with shear wall is
comparatively lesser as compare to RC building
without shear wall .
 The author’s have concluded that by providing
shear wall to high riser building ,seismic
behavior may be affected to greater extend and
also the stiffness and strength of building will be
increase.
 It also observe that due to diagonal column in
periphery of the structure the diagrid structure is
more effective in lateral load resisting system.
Literature Review
16

Sr.no Author Conclusion
7 K. Prabin Kumar.
M. Malyadri.
Paper Name:-
“SEISMIC ANALYSIS AND
DESIGN OF G+15 MULTI-
STOREY RESIDENTIAL
BUILDING.”
• The response of a tall building beneath wind and
seismic load as per IS codes of observe is studied.
• Seismic analysis and wind load analysis with gust
factor methodology square measure used for
analysis of a RCC high rise building as per
IS1893(Part1):2002 and IS875(Part3):1987codes
severally.
• The building is modelled as 3D area frame
mistreatment STAAD Pro code.
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Literature Review
D Y Patil College Of Engineering ,Akurdi, Pune

Sr.No Author Conclusion
8. Prof. Jacky Gurnani.
Aman Dussawar.
Varun Bagade.
Sayed Faraz Ali.
Paper Name:-
“TO ANALAYSE AND STUDY
THE BEHAVIOUR OF MULTI-
STOREY BUILDING IN
DIFFERENT ZONES OF INDIA-
A REVIEW
• Irregular configuration of the structure is more
susceptible to earthquake load than regular shaped
buildings.
• Seismic zone-V have more value of the Zone
Factor and it show critical behavior during seismic
analysis of G+7 structure.
•
• Steel quantity required for seismic zone-V is
higher than 53.84%, 13.89% and 8.31% as
compared to zone II, zone-III and zone-IV.
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Literature Review

19
Sr.No Author Conclusion
9. Rajat Srivastava.
Sitesh Kumar Singh.
Paper Name:-
“SEISMIC ANALYSIS AND
DESIGN OF G+9 RCC
RESIDENTIAL BUILDING IN
STADD.PRO FOR ZONE II
REGION”.
• The research paper enables to consolidate the
knowledge and analysis and design of structure
during the seismic effects.
• Since, the project building is located at Delhi
(Zone II) region, they have given more
emphasis on earthquake load rather than others.
• The building is more practically analysed over
Staad.Pro software which is nowadays a helpful
tool in the analysis of frame for various loading
condition.
Literature Review
D Y Patil College Of Engineering ,Akurdi, Pune

20
Sr.No Author Conclusion
10. Tejaswini Wagh.
Disha Patel.
Krupa Phakatkar.
Dipti Yenegure.
Prof. Miss. Tejashri S. Gulve.
Paper Name:-
“SEISMIC ANALYSYS OF
MULTISTOREY BUILDING
G+9 BY USING STADD- PRO”.
• The G+9 residential building has been analyzed
and designed using STADD. Pro.
• The seismic forces have been addressed, and the
construction has been constructed to withstand
the earthquakes.
• Finally, STADD Pro is a versatile software that
can calculate the reinforcement needed for any
concrete section depending on its loading as well
as nodal deflections against the lateral forces.
Literature Review
D Y Patil College Of Engineering ,Akurdi, Pune

Detail information about building
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Sr. no Specifications Information
1. Structure type RCC Framed structure
2. Number of stories G+14
3. Seismic zone III
4. Floor height 3m
5. Size of Column 850mm X 700mm
6. Size of Beam 700mm X 600mm
7. Thickness of slab 150 mm
8. Live load 2 kN/m2
9. Floor Finish 3.75 kN/m2
10. Types of soil considered Medium Soil Type II
11. Compressive strength (Fck) 30 N/mm2
12. Steel grade Fe500
13. Concrete density 25 N/mm2
14. Poisons ratio of concrete 0.3
15. Z factor 0.16
16. Response reduction factor (RF) 5 (SMRF)
17. Importance factor 1 (All general building)
18. Damping ratio 5%
19. Modulus of elasticity of concrete 2000 N/mm2
20. Grade of concrete M30
D Y Patil College Of Engineering ,Akurdi, Pune

Methodology
◦ In our project we referred various IS-Code like IS-
1893:2002/2005 and IS-456:2000 for design purpose. The
required architectural plan, sizes of beams and columns for
analysis and design purpose is collected from a construction
site of a multistorey building.
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D Y Patil College Of Engineering ,Akurdi, Pune

Following steps are carried out throughout the project.
TOPIC SELECTION
REVIEW
MODELLING OF BUILDING
ASSIGNING PROPERTY
DESIGN BEAM
DESIGN COLUMN
PROVIDE SHEAR WALL
DESIGN SHEAR WALL
CONCLUSION
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D Y Patil College Of Engineering ,Akurdi, Pune

IS Codes Used
24
1) IS 456: 2000 :- Design code For RCC structure.
2) IS 1893:2002 :- For Seismic Design
3) IS 875 ( PART 1, PART 2,PART 3, PART 5 )
D Y Patil College Of Engineering ,Akurdi, Pune

Seismic Zones In India
As per the IS 1893:2002 in India there are 5 earthquake zones
ZONE INTENSITY Z-FACTOR
ZONE V HIGHEST SEISMIC ZONE 0.36
ZONE IV HIGH SEISMIC ZONE 0.24
ZONE III MODERATE SEISMIC ZONE 0.16
ZONE II LOW SEISMIC ZONE 0.10
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D Y Patil College Of Engineering ,Akurdi, Pune

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D Y Patil College Of Engineering ,Akurdi, Pune

Software's Used
1) Auto CAD
AutoCAD is specially used for drafting, modelling, drawing and
annotation.
2) STAAD PRO. (V8i)
This software is very favorable software for structural analysis and design.
It is the most popular software in the world of structural engineer.
It automatically convert your physical model into an analytical model to
streamline your workflow.
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D Y Patil College Of Engineering ,Akurdi, Pune

AutoCAD Drawing
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Project plan
D Y Patil College Of Engineering ,Akurdi, Pune

Building Plan For Project
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Top view
D Y Patil College Of Engineering ,Akurdi, Pune

STAAD-PRO Structure
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D Y Patil College Of Engineering ,Akurdi, Pune

Rendering View Of Building Structure
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D Y Patil College Of Engineering ,Akurdi, Pune

Modelling, Analysis and design
A] Following are the steps for the modelling:-
• First the grid line is prepared in software. Then active grid label setup in X and Y direction.
• Click on snap node beam and draw the structure with dimension.
• For construct a structure by using translational repeat, circular repeat, mirror, snap node, plate
cursor, surface cursor, etc.
• The materials like concrete and steel are defined.
• Frame sections as beams, columns, shear walls, slab are defined.
• Properties of beams, columns, slabs, shear wall are defined.
• Define the load cases.
• Assign the loading as Dead load, Live load, Wind loads, Seismic loads
• Assign the support conditions as fixed and analyse the model.
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D Y Patil College Of Engineering ,Akurdi, Pune

◦ B] Shear Wall
• Following are steps for modelling of shear wall :-
• After the construction of whole model structure, take add surface command and
draw the surface.
• Select the position if node at top and bottom of the model of the structure and
add surface.
• Assign the property of shear wall and analyse
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D Y Patil College Of Engineering ,Akurdi, Pune

Steps for modelling in STAAD-PRO
◦ STEP 1 : Modelling
◦ STEP 2: Generation of nodal point
◦ STEP 3: Construction of whole structure
◦ STEP 4: Assign the properties
◦ STEP 5: Add support
◦ STEP 6: Shear wall surface
◦ STEP 7: 3D-Rendering view
◦ STEP 8: Load and definition
◦ STEP 9: Load Combinations
◦ STEP 10: Design of structure
◦ STEP 11: Output generation
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D Y Patil College Of Engineering ,Akurdi, Pune

LOADS
◦ There are various types of load act on the structure but as per our
project requirement only dead load, live load, seismic load and wind
loads are considered.
◦ 1] DEAD LOAD
◦ As per IS:875(Part 1)-1987, the dead load has been assigned on the
basis of member load, floor load, self-weight of the beams definition.
◦ 2] LIVE LOAD:-
◦ As per IS:875 (part 2)-1987, live load 4.5kN/m has been assigned to the
members. As per IS 1893:2002 (pg no. 24) Clause no. 7.3.1, Table no.8,
only 25% live load is considered in seismic weight calculations.
35

LOADS
◦ 3] SEISMIC LOAD:-
◦ In definition requirement of project we add seismic definition and wind
definition. In seismic definition, using the IS-Code 1893: 2002/2005
part4, generate the parameters. Parameters such as zone, reduction
factor, Importance factor, soil type, type of structure, damping ratio.
◦ 4]WIND LOAD:-
◦ General wind loads do not affect on building, but as per IS Code in
seismic analysis we consider wind load in our project. As per the IS
Code of IS-875 part3, the wind load has been assigned in four
directions, That is +X, -X, +Z and -Z directions.
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D Y Patil College Of Engineering ,Akurdi, Pune

Load Combinations
◦ As per the IS Code-875 part5 load combination is done in our project. Such
load combinations are dead load, live load, seismic load, wind loads.
◦ For manual calculation the following steps are given in IS Code-
1.DL 7. DL+LL+EL
2.DL+LL 8.DL+LL+TL
3.DL+WL 9DL+WL+TL
4.DL+EL 10. DL+EL+TL
5.DL+TL 11. DL+ LL+WL+TL
6.DL+LL+WL 12. DL+LL+EL TL
◦ As per IS Code the factor of safety 1.5,1.2,0.9.
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D Y Patil College Of Engineering ,Akurdi, Pune

Design of structure
◦ Design of Structure on STADD-PRO The design is undertaken as per IS
456:2000 for RCC. M30 concrete and Fe500 is used as design parameters.
Percentage steel of 1.2% has been specified as per IS Code standards and the
design parameters have been assigned to respective every beam and column to
get the final design.
Output generation
◦ After the successful analysis and design of structure we get our output
file with detail report.
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D Y Patil College Of Engineering ,Akurdi, Pune

Shear Wall
• Shear walls are used in many buildings primarily to resist efficiently the action
of lateral loads and to participate as much as possible in carrying gravity loads.
• They are usually conceived as vertical plates supported at the foundation and
are expected to function only under the action of in-plane horizontal and
vertical forces.
• . However, depending upon the architectural and structural layout of the
building, shear walls may have a more complex shape.
• Often the walls are of a central core forming boxes, or are cast between two
columns leading to I or dumbbell shapes.
• Shear wall must meet appropriate criteria for strength, stiffness and in
earthquake areas, also for ductility.
• Depending on the moment to shear ratio at each horizontal cross section of the
wall, the behaviour can be controlled by shear and flexure.
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D Y Patil College Of Engineering ,Akurdi, Pune

Classification of Shear Wall
1. Simple rectangular types and flanged walls
2. Coupled shear walls
3. Rigid frame shear wall
4. Framed walls with in filled frames
5. Column supported shear wall
◦ Thickness of shear wall
◦ Thickness of shear wall ranges from 150 mm to 400 mm the minimum nominal
thickness of hair on for one storey RCC building is 150 mm and masonry shear
walls are 203 mm.
◦ -Types of Shear wall
1. Concrete block shear wall.
2. Steel plate shear wall.
3. Plywood shear wall.
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D Y Patil College Of Engineering ,Akurdi, Pune

Location of shear wall
1) Building with shear walls on periphery at the centres.
2) Building with shear walls on periphery at the corners.
3) Building with Box Type shear wall at centre of the geometry.
Code used for Shear wall
Nodal Provisions for shear wall in IS: 13920-1993 The code IS 13920
recommends that the thickness of any part of the wall should preferably be not
less than 150 mm.
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D Y Patil College Of Engineering ,Akurdi, Pune

Details Of Shear Wall
RCC Structure of Shear Wall
D Y Patil College Of Engineering ,Akurdi, Pune

Designs
a) Beam and Column
In STAAD-PRO after successful analysis of structure next part is
design using IS-Code 456.
b) Shear wall
In STAAD-PRO after successful analysis of structure next part is
design using IS-Code 456.
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D Y Patil College Of Engineering ,Akurdi, Pune

Shear Wall Position
◦ 1) Building with shear walls on periphery at the centres.
◦ .
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D Y Patil College Of Engineering ,Akurdi, Pune

2) Building with shear walls on periphery at the corners.
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D Y Patil College Of Engineering ,Akurdi, Pune

3) Building with Box Type shear wall at centre of the geometry.
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D Y Patil College Of Engineering ,Akurdi, Pune

RESULTS AND CONCLUSION
◦ Check bending moment for Beam NO. 177 in Z direction with S+X load
case and compare the results with various positions of shear wall .
A) Bending Moment In Z direction .
47
Beam
No.
Position 1 Position 2 Positio
3
Position 4
177 22.27 44.10 107.90 20.70
22.27
44.1
107.9
20.7
0
20
40
60
80
100
120
1 2 3 4
BENDING
MOMENT
SHEAR WALL POSITION
BENDING MOMENT IN Z DIRECTION
D Y Patil College Of Engineering ,Akurdi, Pune

◦ B) Bending Moment In Y direction.
48
Beam
No.
Position 1 Position 2 Position 3 Position 4
177 14.95 6.9 17.1 12.9
14.95
6.9
17.1
12.9
0
2
4
6
8
10
12
14
16
18
1 2 3 4
BENDING
MOMENT
SHEAR WALL POSTION
BENDING MOMENT IN Y DIRECTION
D Y Patil College Of Engineering ,Akurdi, Pune

◦ Check Shear Force for Beam NO. 177 in Z direction with S+X load case and
compare the results with various positions of shear wall.
A) Shear Force In Z direction .
49
Beam No. Position 1 Position 2 Position 3 Position 4
177
-0.611 -0.253 -0.519 -0.525
-0.61
-0.25
-0.51 -0.52
-0.7
-0.6
-0.5
-0.4
-0.3
-0.2
-0.1
0
1 2 3 4
Shear
Force
Shear Wall Position
Shear force in Z direction
D Y Patil College Of Engineering ,Akurdi, Pune

◦ A) Shear Force In Y direction .
50
Beam
No.
Position 1 Position 2 Position 3 Position 4
177
0.918 2.031 5.375 0.853
0.918
2.031
5.375
0.853
0
1
2
3
4
5
6
1 2 3 4
SHEAR
FORCE
SHEAR WALL POSITION
Shear force in Y direction
D Y Patil College Of Engineering ,Akurdi, Pune

Displacement In Structure
1) Node Displacement results for no shear wall in structure
2) Node Displacement results for shear wall at the position of centre in structure.
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D Y Patil College Of Engineering ,Akurdi, Pune

3) Node Displacement results for shear wall at the position of corners in structure.
4) Node Displacement results for shear wall at position of centre of gravity in
structure.
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D Y Patil College Of Engineering ,Akurdi, Pune

◦
◦ Below figures shows the resultant displacement with various positions of
shear wall structure results . For node displacement with Max X and Max Y
.
53
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
1 2 3 4
4.025
3.169
3.722
3.941
Resultant
Displacement
Shear wall positions
Node Displacement for Max X
1.05
1.1
1.15
1.2
1.25
1.3
1.35
1 2 3 4
1.146
1.277
1.334
1.285
Displacement
Shear wall postions
Nodal Displacement For Max Y
D Y Patil College Of Engineering ,Akurdi, Pune

Conclusion
◦ The main purpose of this present study was to assess the seismic effect
on high rise building with or without the shear wall. Also provide the
different positions of shear wall structure for decrease the lateral
displacement. Positions of shear wall in structure are shear wall at
centre, at corners and at centre of geometry. Through the parametric
study of displacement, it was found that high rise building with shear
wall is more stable than than the no shear wall structure. Thus to
improve the seismic performance of the high rise building provide the
shear wall at good position
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D Y Patil College Of Engineering ,Akurdi, Pune

Tentative Schedule of Planning
55
August Selection of project
September Collection of Data
Literature review
October Software study
November Software study
December Project review
January Analysis using Software
February Output of the project
March Conclusion of project
May Paper Publication
Final Project Review
D Y Patil College Of Engineering ,Akurdi, Pune

References:-
◦ IS 1893-1 (2002) :- For Seismic analysis purpose .
◦ 2) IS 875 ( PART 1, PART 2,PART 3, PART 5 ) for design the loads and load
combination.
◦ 3) STAAD PRO manual.
◦ 4) P.P. Chandurkar (May-June 2013C Paper Name:- Seismic analysis of RCC
building with and without shear wall.
◦ 5) Keerthi Gowda, Syed Tajoddeen. (19 May 2014) Paper Name:- Seismic analysis
of multi-storied building with floating column.
◦ 6) Prasad, R. V. (2014) Paper Name:- Seismic analysis of building with shear wall
on sloping ground.
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D Y Patil College Of Engineering ,Akurdi, Pune

References:-
7) B. Suresh, P.M.B Raj Kiran Nanduri (Oct-Dec 2012) Paper Name:- Earthquake
analysis and design v/s non earthquake analysis and design using STAAD-PRO.
8) S. G. Makarande, Mr. Suyog Bezalwar, Prof. G.D. Dhawale , Prof. M.M. Lohe
,Paper Name:- Study of Analysis and Design of Multi-storied Residential Building.
9) Manoj Patidar , Sagar Jamle (5 may 2020) , Paper Name:- Use of different
Grades of Concrete in Shear Wall.
10) Mr. Pathan Irfan khan, Dr. Mrs. N.R. Dhamge (June 2016) Paper Name:-
Review Paper On Seismic Analysis Of Multi-storeyed RCC Building Due To Mass
Irregularity.
11) Prof. Y. R. Deshmukh, S. P. Jadhav, S. M. Shirsatpaper Name:- A Review on
Seismic Analysis of Multistorey Building with Floating Column using STAAD.PRO V8i.
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D Y Patil College Of Engineering ,Akurdi, Pune

Thank You!
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D Y Patil College Of Engineering ,Akurdi, Pune