SlideShare a Scribd company logo
1 of 11
Download to read offline
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 268
CASE STUDY ON SLENDER MULTI-STOREY RC BUILDING WITH
BRICK INFILL
N.Jayaramappa1
, Santhosh D2
1
Assistant Professor, Department of Civil Engineering, U.V.C.E, Bangalore
2
4th
Sem, ME (Structural Engineering), U.V.C.E, Bangalore.
Abstract
Earthquakes are natural hazards under which disasters are mainly caused by damage or collapse of buildings and other man-made
structures. It should be noted that 70 to 80 % of buildings of urban areas in India fall under the classification of soft storey according
to IS 1893 (2002) Part-I. In analysis and design of the high rise building generally do not consider the effect of the brick masonry
infill and design it by considering bare frame. Here to observe the effect of brick masonry infill and without infill in analysis of
plane frame.
The main focus of the work is to carry out analysis of existing slender RC brick infilled building located at Bangalore, using ETABS
9.7.1. The analysis is carried out on RC bare frame with beam and column having dimension 150x450mm, RC frame with brick infill
with openings for doors and windows, for different zones like 2,3,4, and 5. And also the analysis is done on same RC frame with brick
infill with openings for revised beam and column dimension 230x450mm with different zones 2,3,4, and 5.
In second part of work is carried out the pushover analysis on a RC frame building and comparing the results with RC bare frame and
RC frame with brick infill with opening
-----------------------------------------------------------------------***-----------------------------------------------------------------------
1. INTRODUCTION
In many countries situated in seismic regions, reinforced
concrete frames are infilled fully or partially by brick masonry
panels with or without openings. Although the infill panels
significantly enhance both the stiffness and strength of the
frame, their contribution is often not taken into account
because of the lack of knowledge of the composite behaviour
of the frame and the infill
The impact of the infills on the seismic behavior of buildings
may be positive or negative, depending on a large number of
influential parameters. Generally, the performance of the
structure can be significantly improved by the increase of
strength and dissipation capacity due to the masonry infills,
even if in presence of an increasing in earthquake inertia
forces. However, for a proper design of masonry infilled
reinforced concrete frames it is necessary to completely
understand their behavior under repeated horizontal loading.
Neglecting the significant interaction between the filler walls
and building frames is the main reason why structural systems
incorporating integrated infills panels react to strong
earthquakes in a manner quite different from the expected one.
A review of analysis and design provisions related tomasonry
infilled RC frames in seismic design codes of different
countries shows that only a few codes have considered the
effect of infill in analysis and design of masonry infilled RC
frames. On the other hand, the stiffness and strength of the
infilled frames with opening are not taken care of by most of
the codes. Hence, the behavior of infilled frames with
openings needs to be studied extensively in order to develop a
rational approach or guidelines for design. The masonry infill
is very stiff and has considerable strength, meaning that the
load capacity of masonry infilled frames increases
substantially.
In the case of horizontal loading due to wind or seismic action,
it is usual to assume that an equivalent compression strut can
replace the action of the masonry panels.
2. SECTIONS OF STRUCTURAL ELEMENTS OF
EXISTING BUILDING
Type of Structure: Ordinary moment resisting RC frame
Ground floor: Soft storey
First and Second floor; RC Frame with brick infill with
openings
Grade of Concrete: M 20
Grade of Reinforcing Steel: Fe 415
Number of Stories: G + 2 storeys
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 269
Building height: 9 m
2.1 Front Elevation of Existing Building
2.2 Plan of Existing Building
2.3 Column Size
Rectangular columns at the plinth, ground floor and first floor
level: 150mmx450mm
2.3.1 Width of Existing Building Column 150mm
2.3.2 Depth of Existing Building Column 450mm
2.4 Beam Size
Rectangular beam at the ground floor and first floor level:
150mmx450mm
2.4.1 Width of Existing Beam 150mm
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 270
2.4.2 Plinth Level Beam Size
Rectangular beam at the plinth level: 150mmx450mm.
2.4.3 Slab Thickness:
RC Building frame slab thickness is 150mm.
2.4.4 Masonry Wall Thickness:
RC Building frame Brick wall thickness is 150mm.
2.4.5 Support Condition:
The support is fixed at the ends.
2.4.6 Sizes of Doors, Window, and Ventilater:
W = 1.83 X 2m
W1 = 1.83 X 1.403m
W2 = 1.22 X 1.403m
W3 = 1.83 X 1.915m
W4 = 0.915 X 1.403m
V = 0. 3X 0.9m
MD = 1.098 X 2.135 m
D = 0.915 X 2.135 m
D1 = 0.8 X 2.135 m
Where W = window D = Door, MD = Main Door, V =
ventilator
2.5 Loading Condition
Dead load:
Self weight of the column= 0.15x0.45x25 = 1.687 kN/m
Self weight of the Beam = 0.15x0.45x25 = 1.687 kN/m
Self weight of the Slab = 0.15x1x25 = 3.75 kN/m2
Live load
Live load = 3kN/m2
Earthquake load
The design value of base shear VB
VB = Ah W as per (IS: 1893 Cl.7.5.3)
Calculate the design horizontal Seismic coefficient Ah
 The design horizontal coefficient Ah is given by
Ah = (Z/2). (I/R). (Sa/g)
 Zone Factor (Z ) for the applicable seismic zone (IS:
1893 Cl.6.4.2),
 Importance factor( I) for the use importance of the
building (IS: 1893 Table 2),
 Response reduction factor(R) for the lateral load
resisting system adopted.
(IS: 1893 Table 7), And take Sa/g for the computed time
period value Ta and with 5% damping Coefficient using the
response spectra curves IS: 1893 Fig 2 for the soil type
observed. Thus value of Ah will be determined for Ta
2.6 Natural Time Period
 Fundamental natural period of vibration (Ta), in
seconds, of a moment-resisting frame building
without brick infill panels may be estimated by the
empirical expression:
Ta = 0.075 h0.75
for RC frame building
Where h=9 m,
Ta = 0.075 h0.75
= 0.389sec
 The approximate fundamental natural period of
vibration (Ta), in seconds, of all other buildings,
including moment-resisting frame buildings with
brick infill panels, may be estimated by the empirical
expression:
Ta= 0.09h/√d = 0.09 x 9/√11.75 = 0.23sec X-
Direction d = 11.75m
Ta= 0.09h/√d = 0.09 x 9/√9.11 = 0.26sec Y-
Direction d = 9.11m
Where
h= height of building in m.
d= base dimension of the building at the plinth level in m,
along considered direction of lateral force.
3. ANALYSIS:
3.1 Case 1: Bare frame
CASE1: BARE
FRAME
RESULTS
Loads considered DL
None of
the
Beams
failed
None of
the
columns
failed
Beam cross
section(mmXmm)
150x450mm
Column cross
section(mmXmm)
150x450mm
Slab thickness(mm) 150
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 271
3.2 Case2: Bare Frame
CASE2: BARE
FRAME
RESULTS
Loads considered DL + LL Beam no 18
failed
at Storey3,
storey2
Storey1 and
at plinth
level
None of
the
columns
failed
Beam cross
section(mmXmm)
150x450mm
Column cross
section(mmXmm)
150x450mm
Slab thickness(mm) 150
3.3 Case3: Bare Frame
3.3.1 Bare Frame (Zone-3)
BARE FRAME
(ZONE-3)
RESULTS
Loads considered DL + LL +
EQ
BEAMS COLUMNS
Zone factor(Z) 0.16 B17, B18 failed at
Storey 3
B17, B21 ,B24 & B18
failed at Storey 2
B20, B17,B18 ,B20,
B21 andB24 failed at
Storey 1
None of the columns failed
Importance factor(I) 1
Response reduction factor (R) 3
Soil type II
Time period(T) 0.389 sec
Beam cross section(mmxmm) 150 X
450mm
Column cross section(mmXmm) 150 X
450mm
Slab thickness(mm) 150mm
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 272
3.3.2 Bare Frame (Zone-5)
BARE FRAME
(ZONE-5)
RESULTS
Loads considered
DL + LL +
EQ
BEAMS COLUMNS
Zone factor(Z) 0.36
B17 ,B18 , B20 , B21 & B24
beams failed at Storey 3.
B3, B5, B11, B17,B18,
B20, B21 & B24 beams failed at
Storey 2.
B3, B5, B11, B17,B18,
B20, B21& B24 beams failed at
Storey 1.
B5 beam failed at Plinth level.
C2 ,C3 , C7 ,C6 C5 & C4
columns failed at Storey 2.
C4 , C5, C6 ,C7 & C15 columns
failed at Storey 1.
Importance factor(I) 1
Response reduction factor
(R)
3
Soil type II
Time period(T) 0.389 sec
Beam cross
section(mmxmm)
150 X
450mm
Column cross
section(mmXmm)
150 X
450mm
Slab thickness(mm) 150mm
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 273
3.4 Case4: RC Frame with Brick Infill with Openings
CASE4: RC FRAME WITH
BRICK INFILL WITH
OPENINGS RESULTS
Loads considered
DL&LL BEAMS COLUMNS
Beam cross section(mmXmm)
150X450
None of the beams have
failed.
None of the columns have
failed..
Column cross section(mmXmm)
150X450
Slab thickness(mm)
150
3.4.1 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 2)
RC FRAME WITH BRICK
INFILL WITH
OPENINGS(ZONE–2)
RESULTS
Loads considered DL + LL +
EQ
BEAMS COLUMNS
Zone factor(Z) 0.10
None of the beams have
failed.
None of the columns have failed.
Importance factor(I) 1
Response reduction factor (R) 3
Soil type II
Time period(T) 0.389 sec
Beam cross section(mmxmm) 150 X
450mm
Column cross section(mmXmm) 150 X
450mm
Slab thickness(mm) 150mm
3.4.2 RC Frame With Brick Infill With Openings – DL+LL+EQ (Zone 3)
RC FRAME WITH BRICK
INFILL WITH
OPENINGS(ZONE–3)
RESULTS
Loads considered DL + LL + EQ BEAMS COLUMNS
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 274
Zone factor(Z) 0.16
None of the beams have
failed.
None of the columns
have failed.
Importance factor(I) 1
Response reduction factor (R) 3
Soil type II
Time period(T) 0.389 sec
Beam cross section(mmxmm) 150 X 450mm
Column cross section(mmXmm) 150 X 450mm
Slab thickness(mm) 150mm
3.4.3 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 4)
RC FRAME WITH BRICK INFILL
WITH OPENINGS(ZONE–4) RESULTS
Loads considered DL + LL + EQ BEAMS COLUMNS
Zone factor(Z) 0.24
B17 failed at Storey 1
B5 failed at Plinth level
None of the columns
have failed.
Importance factor(I) 1
Response reduction factor (R) 3
Soil type II
Time period(T) 0.389 sec
Beam cross section(mmxmm) 150 X 450mm
Column cross section(mmXmm) 150 X 450mm
Slab thickness(mm) 150mm
3.4.4 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 5)
RC FRAME WITH
BRICK INFILL WITH
OPENINGS(ZONE–5) RESULTS
Loads considered DL + LL + EQ BEAMS COLUMNS
Zone factor(Z) 0.36 B17 & B21 beams have been
failed at Storey 1.
C3 , C15 ,C4 , C5 C6 &
C7columns have failed atImportance factor(I) 1
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 275
Response reduction factor
(R)
3 B3 ,B5, B11 & B24beams
have been failed at Plinth
level.
Storey 1.
C13 ,C14 , C3& C4 columns
have failed at Plinth level.
Soil type II
Time period(T) 0.389 sec
Beam cross
section(mmxmm)
150 X 450mm
Column cross
section(mmXmm)
150 X 450mm
Slab thickness(mm) 150mm
3.5 Case 5: RC Frame with Brick Infill with Openings (230x450mm)
CASE5:
RC FRAME WITH BRICK
INFILL WITH OPENINGS
(230x450mm)
RESULTS
BEAMS(230x450mm) COLUMNS(230x450mm)
1. DL+LL None of the beams have failed None of the columns have failed
2. DL+LL+EQ( ZONE 2) None of the beams have failed None of the columns have failed
3. DL+LL+EQ( ZONE 3) None of the beams have failed None of the columns have failed
4. DL+LL+EQ( ZONE 4) None of the beams have failed None of the columns have failed
5. DL+LL+EQ( ZONE 5) None of the beams have failed None of the columns have failed
3.6 Case6: Pushover Analysis
RC Bare Frame RC frame with infill with openings
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 276
Pushover curve for RC bare frame Pushover curve for RC frame with brick infill with openings
Capacity curve for RC bare frame Capacity curve for RC frame with brick infill with openings
Hinge levels of RC bare frame Hinge levels of RC frame with brick infill with openings
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 277
Results showing the Displacement and Base force Results showing the Displacement and Base force
Graph showing comparison between the displacements of Graph showing comparison between the Base shear of RC
RC bare frame and RC frame with brick infill with openings bare frame and RC frame with brick infill with openings
4. CONCLUSIONS
 The structure which selected for the present study is
very slender in dimension and is not acceptable under
seismic condition
 As per the Code, the Bangalore region comes under
seismic Zone II. Few Framed Structures are built in
the above said zone with smaller dimensions of
beams and columns like 150mm x 450mm. which
becomes critical under normal DL+ LL.
 For DL+LL case the beams (150x450mm) fail during
analysis, i.e. beams are insufficient to carry DL and
LL. From the points mentioned above it is understood
that the cross section of beams is highly insufficient
to carry service load. And these buildings are not safe
when subjected to earthquake load.
 These types of buildings when built in high seismic
zones, the structure fails. Hence, we should provide
the Suitable dimensions for the frames and ductile
detailing of reinforcement
 The structure which has been considered in the
present study is analysed taking beams and columns
dimensions as 230x450mm and it has been found that
none of the beams and columns have failed. Hence it
can be proposed to consider the above mentioned
dimension as minimum dimensions for beams for
building.
 The RC bare frame which is analysed for the static
non linear pushover cases can carry lower base force
and at higher displacement it fails
 The RC frame with brick infill with openings which
is analysed for the static non linear pushover cases
can carry higher base force and at lesser displacement
it fails
REFERENCES
[1] Al-char, G K (1998) “Non- ductile behavior of RC
frame with brick masonry infill subjected to in-
plane loading”, United States – Illinois, University of
Illinois at chikago.
[2] C V R murthy and Sudhir K jain (2000) “ Beneficial
influence of masonry infill walls on seismic
performance of RC frame building”.
[3] Diptesh Das and C.V.R. Murty (2004) “Brick masonry
infill in seismic design of RC frame building part-2
Behaviour”, Indian concrete journal
[4] Rahul RANA, Limin JIN (August, 2004)” Pushover
analysis of a 19 storey concrete shear wall building ”
13th World Conference on Earthquake Engineering
Vancouver, B.C., Canada.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
__________________________________________________________________________________________
Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 278
[5] Chung- Yue Wang and Shaing-Yung (2007)”Pushover
Analysis for Structure Containing RC Walls” The
2nd
International Conference on Urban Disaster
Reduction, Taipei, Taiwan November, 27-29, 2007.
[6] Pankaj Agarwal And Manish Shrikhande (2008)
“Earthquake resistance design of structure “ PHI
Learning Private Limited New Delhi-1
[7] M. Seifi., J. Noorzaei., and M. S. Jaafar. (2008).”
Nonlinear Static Pushover Analysis in Earthquake
Engineering”: State of Development. ICCBT
[8] Sachin Surendran and Hemant B. Kaushik(2012)
“Masonry infill RC frame with openings”: Review of
In-plane Lateral Load Behaviour and Modeling
Approaches” The Open Construction and Building
Technology Journal, (2012).

More Related Content

What's hot

IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...
IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...
IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...IRJET Journal
 
Study of lateral load resisting systems of variable heights in all soil types...
Study of lateral load resisting systems of variable heights in all soil types...Study of lateral load resisting systems of variable heights in all soil types...
Study of lateral load resisting systems of variable heights in all soil types...eSAT Publishing House
 
Seismic evaluation of rc frame with brick masonry infill walls
Seismic evaluation of rc frame with brick masonry infill wallsSeismic evaluation of rc frame with brick masonry infill walls
Seismic evaluation of rc frame with brick masonry infill wallseSAT Journals
 
Seismic evelution of rc space frame with rectangular and equivalent square co...
Seismic evelution of rc space frame with rectangular and equivalent square co...Seismic evelution of rc space frame with rectangular and equivalent square co...
Seismic evelution of rc space frame with rectangular and equivalent square co...eSAT Publishing House
 
IRJET- Comparative Analysis on Seismic Behaviour of Regular and Verticall...
IRJET-  	  Comparative Analysis on Seismic Behaviour of Regular and Verticall...IRJET-  	  Comparative Analysis on Seismic Behaviour of Regular and Verticall...
IRJET- Comparative Analysis on Seismic Behaviour of Regular and Verticall...IRJET Journal
 
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENING
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENINGEXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENING
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENINGIAEME Publication
 
Behaviour of reinforced concrete frame with in fill walls under seismic loads...
Behaviour of reinforced concrete frame with in fill walls under seismic loads...Behaviour of reinforced concrete frame with in fill walls under seismic loads...
Behaviour of reinforced concrete frame with in fill walls under seismic loads...IAEME Publication
 
Effect of infill walls on the seismic performance of the multistoried buildings
Effect of infill walls on the seismic performance of the multistoried buildingsEffect of infill walls on the seismic performance of the multistoried buildings
Effect of infill walls on the seismic performance of the multistoried buildingseSAT Journals
 
Comparison of performance of lateral load resisting systems in multi storey f...
Comparison of performance of lateral load resisting systems in multi storey f...Comparison of performance of lateral load resisting systems in multi storey f...
Comparison of performance of lateral load resisting systems in multi storey f...eSAT Journals
 
The optimum location of shear wall in high rise r.c bulidings under lateral l...
The optimum location of shear wall in high rise r.c bulidings under lateral l...The optimum location of shear wall in high rise r.c bulidings under lateral l...
The optimum location of shear wall in high rise r.c bulidings under lateral l...eSAT Journals
 
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...IRJET Journal
 
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Kumar Aman
 
IRJET- Study of Response of Wall Type Pier for Varying Width of Superstru...
IRJET-  	  Study of Response of Wall Type Pier for Varying Width of Superstru...IRJET-  	  Study of Response of Wall Type Pier for Varying Width of Superstru...
IRJET- Study of Response of Wall Type Pier for Varying Width of Superstru...IRJET Journal
 
Seismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolationSeismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolationeSAT Journals
 
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...IRJET Journal
 
Evaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabsEvaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabseSAT Publishing House
 

What's hot (18)

IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...
IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...
IRJET- Analysis of Four Legged Steel Telecommunication Tower-Equivalent Stati...
 
Study of lateral load resisting systems of variable heights in all soil types...
Study of lateral load resisting systems of variable heights in all soil types...Study of lateral load resisting systems of variable heights in all soil types...
Study of lateral load resisting systems of variable heights in all soil types...
 
Seismic evaluation of rc frame with brick masonry infill walls
Seismic evaluation of rc frame with brick masonry infill wallsSeismic evaluation of rc frame with brick masonry infill walls
Seismic evaluation of rc frame with brick masonry infill walls
 
DNV - GL 01-04-2014
DNV - GL 01-04-2014DNV - GL 01-04-2014
DNV - GL 01-04-2014
 
Seismic evelution of rc space frame with rectangular and equivalent square co...
Seismic evelution of rc space frame with rectangular and equivalent square co...Seismic evelution of rc space frame with rectangular and equivalent square co...
Seismic evelution of rc space frame with rectangular and equivalent square co...
 
IRJET- Comparative Analysis on Seismic Behaviour of Regular and Verticall...
IRJET-  	  Comparative Analysis on Seismic Behaviour of Regular and Verticall...IRJET-  	  Comparative Analysis on Seismic Behaviour of Regular and Verticall...
IRJET- Comparative Analysis on Seismic Behaviour of Regular and Verticall...
 
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENING
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENINGEXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENING
EXPERIMENTAL MODELING OF IN FILLED RC FRAMES WITH OPENING
 
Behaviour of reinforced concrete frame with in fill walls under seismic loads...
Behaviour of reinforced concrete frame with in fill walls under seismic loads...Behaviour of reinforced concrete frame with in fill walls under seismic loads...
Behaviour of reinforced concrete frame with in fill walls under seismic loads...
 
Effect of infill walls on the seismic performance of the multistoried buildings
Effect of infill walls on the seismic performance of the multistoried buildingsEffect of infill walls on the seismic performance of the multistoried buildings
Effect of infill walls on the seismic performance of the multistoried buildings
 
Comparison of performance of lateral load resisting systems in multi storey f...
Comparison of performance of lateral load resisting systems in multi storey f...Comparison of performance of lateral load resisting systems in multi storey f...
Comparison of performance of lateral load resisting systems in multi storey f...
 
The optimum location of shear wall in high rise r.c bulidings under lateral l...
The optimum location of shear wall in high rise r.c bulidings under lateral l...The optimum location of shear wall in high rise r.c bulidings under lateral l...
The optimum location of shear wall in high rise r.c bulidings under lateral l...
 
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...
IRJET- A Research on Comparing the Effect of Seismic Waves on Multistoried Bu...
 
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
Analysis and Design of Earthquake Resistant RC multi storied (G+3) Residentia...
 
IRJET- Study of Response of Wall Type Pier for Varying Width of Superstru...
IRJET-  	  Study of Response of Wall Type Pier for Varying Width of Superstru...IRJET-  	  Study of Response of Wall Type Pier for Varying Width of Superstru...
IRJET- Study of Response of Wall Type Pier for Varying Width of Superstru...
 
Seismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolationSeismic analysis of high damping rubber bearings for base isolation
Seismic analysis of high damping rubber bearings for base isolation
 
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...
A Comparative Seismic Evaluation of GFRP Reinforced and Steel Reinforced Conc...
 
Evaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabsEvaluation of punching shear in flat slabs
Evaluation of punching shear in flat slabs
 
Am33223232
Am33223232Am33223232
Am33223232
 

Viewers also liked

Effect of spikes integrated to airfoil at supersonic
Effect of spikes integrated to airfoil at supersonicEffect of spikes integrated to airfoil at supersonic
Effect of spikes integrated to airfoil at supersoniceSAT Publishing House
 
Flip invariant video copy detection using sparse-coded features
Flip invariant video copy detection using sparse-coded featuresFlip invariant video copy detection using sparse-coded features
Flip invariant video copy detection using sparse-coded featureseSAT Publishing House
 
Analysis of wireless sensor networks security, attacks and challenges
Analysis of wireless sensor networks security, attacks and challengesAnalysis of wireless sensor networks security, attacks and challenges
Analysis of wireless sensor networks security, attacks and challengeseSAT Publishing House
 
A fast and robust hybrid watermarking scheme based on
A fast and robust hybrid watermarking scheme based onA fast and robust hybrid watermarking scheme based on
A fast and robust hybrid watermarking scheme based oneSAT Publishing House
 
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...eSAT Publishing House
 
A multi classifier prediction model for phishing detection
A multi classifier prediction model for phishing detectionA multi classifier prediction model for phishing detection
A multi classifier prediction model for phishing detectioneSAT Publishing House
 
Separation of mineral matter from indian coal by using
Separation of mineral matter from indian coal by usingSeparation of mineral matter from indian coal by using
Separation of mineral matter from indian coal by usingeSAT Publishing House
 
Detection of chlorpyrifos pesticide in various water
Detection of chlorpyrifos pesticide in various waterDetection of chlorpyrifos pesticide in various water
Detection of chlorpyrifos pesticide in various watereSAT Publishing House
 
Multi tracking system for vehicle using gps and gsm
Multi tracking system for vehicle using gps and gsmMulti tracking system for vehicle using gps and gsm
Multi tracking system for vehicle using gps and gsmeSAT Publishing House
 
Secure remote protocol for fpga reconfiguration
Secure remote protocol for fpga reconfigurationSecure remote protocol for fpga reconfiguration
Secure remote protocol for fpga reconfigurationeSAT Publishing House
 
A new approach to minimize stability factor of an amplifier
A new approach to minimize stability factor of an amplifierA new approach to minimize stability factor of an amplifier
A new approach to minimize stability factor of an amplifiereSAT Publishing House
 
Measurement of iodine availability and stability of
Measurement of iodine availability and stability ofMeasurement of iodine availability and stability of
Measurement of iodine availability and stability ofeSAT Publishing House
 
Design issues and challenges of reliable and secure transmission of medical i...
Design issues and challenges of reliable and secure transmission of medical i...Design issues and challenges of reliable and secure transmission of medical i...
Design issues and challenges of reliable and secure transmission of medical i...eSAT Publishing House
 
Enhancement of power quality by unified power quality conditioner with fuzzy ...
Enhancement of power quality by unified power quality conditioner with fuzzy ...Enhancement of power quality by unified power quality conditioner with fuzzy ...
Enhancement of power quality by unified power quality conditioner with fuzzy ...eSAT Publishing House
 
Hazard object reporting to respective authorities
Hazard object reporting to respective authoritiesHazard object reporting to respective authorities
Hazard object reporting to respective authoritieseSAT Publishing House
 
The effect of rotor disc clearance on the lift performance of contra rotating...
The effect of rotor disc clearance on the lift performance of contra rotating...The effect of rotor disc clearance on the lift performance of contra rotating...
The effect of rotor disc clearance on the lift performance of contra rotating...eSAT Publishing House
 
Performance investigation of electricial power supply to owerri for higher pr...
Performance investigation of electricial power supply to owerri for higher pr...Performance investigation of electricial power supply to owerri for higher pr...
Performance investigation of electricial power supply to owerri for higher pr...eSAT Publishing House
 
Performance of blended corrosion inhibitors for reinforced concrete
Performance of blended corrosion inhibitors for reinforced concretePerformance of blended corrosion inhibitors for reinforced concrete
Performance of blended corrosion inhibitors for reinforced concreteeSAT Publishing House
 
Effect of fiber distance on various sac ocdma detection techniques
Effect of fiber distance on various sac ocdma detection techniquesEffect of fiber distance on various sac ocdma detection techniques
Effect of fiber distance on various sac ocdma detection techniqueseSAT Publishing House
 

Viewers also liked (20)

Effect of spikes integrated to airfoil at supersonic
Effect of spikes integrated to airfoil at supersonicEffect of spikes integrated to airfoil at supersonic
Effect of spikes integrated to airfoil at supersonic
 
Flip invariant video copy detection using sparse-coded features
Flip invariant video copy detection using sparse-coded featuresFlip invariant video copy detection using sparse-coded features
Flip invariant video copy detection using sparse-coded features
 
Analysis of wireless sensor networks security, attacks and challenges
Analysis of wireless sensor networks security, attacks and challengesAnalysis of wireless sensor networks security, attacks and challenges
Analysis of wireless sensor networks security, attacks and challenges
 
A fast and robust hybrid watermarking scheme based on
A fast and robust hybrid watermarking scheme based onA fast and robust hybrid watermarking scheme based on
A fast and robust hybrid watermarking scheme based on
 
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...
Status of noise in yeshwanthpur circle (bangalore north) based on on site dat...
 
A multi classifier prediction model for phishing detection
A multi classifier prediction model for phishing detectionA multi classifier prediction model for phishing detection
A multi classifier prediction model for phishing detection
 
Separation of mineral matter from indian coal by using
Separation of mineral matter from indian coal by usingSeparation of mineral matter from indian coal by using
Separation of mineral matter from indian coal by using
 
Detection of chlorpyrifos pesticide in various water
Detection of chlorpyrifos pesticide in various waterDetection of chlorpyrifos pesticide in various water
Detection of chlorpyrifos pesticide in various water
 
Multi tracking system for vehicle using gps and gsm
Multi tracking system for vehicle using gps and gsmMulti tracking system for vehicle using gps and gsm
Multi tracking system for vehicle using gps and gsm
 
Secure remote protocol for fpga reconfiguration
Secure remote protocol for fpga reconfigurationSecure remote protocol for fpga reconfiguration
Secure remote protocol for fpga reconfiguration
 
A new approach to minimize stability factor of an amplifier
A new approach to minimize stability factor of an amplifierA new approach to minimize stability factor of an amplifier
A new approach to minimize stability factor of an amplifier
 
Measurement of iodine availability and stability of
Measurement of iodine availability and stability ofMeasurement of iodine availability and stability of
Measurement of iodine availability and stability of
 
Quality of service (qos) in wi max
Quality of service (qos) in wi maxQuality of service (qos) in wi max
Quality of service (qos) in wi max
 
Design issues and challenges of reliable and secure transmission of medical i...
Design issues and challenges of reliable and secure transmission of medical i...Design issues and challenges of reliable and secure transmission of medical i...
Design issues and challenges of reliable and secure transmission of medical i...
 
Enhancement of power quality by unified power quality conditioner with fuzzy ...
Enhancement of power quality by unified power quality conditioner with fuzzy ...Enhancement of power quality by unified power quality conditioner with fuzzy ...
Enhancement of power quality by unified power quality conditioner with fuzzy ...
 
Hazard object reporting to respective authorities
Hazard object reporting to respective authoritiesHazard object reporting to respective authorities
Hazard object reporting to respective authorities
 
The effect of rotor disc clearance on the lift performance of contra rotating...
The effect of rotor disc clearance on the lift performance of contra rotating...The effect of rotor disc clearance on the lift performance of contra rotating...
The effect of rotor disc clearance on the lift performance of contra rotating...
 
Performance investigation of electricial power supply to owerri for higher pr...
Performance investigation of electricial power supply to owerri for higher pr...Performance investigation of electricial power supply to owerri for higher pr...
Performance investigation of electricial power supply to owerri for higher pr...
 
Performance of blended corrosion inhibitors for reinforced concrete
Performance of blended corrosion inhibitors for reinforced concretePerformance of blended corrosion inhibitors for reinforced concrete
Performance of blended corrosion inhibitors for reinforced concrete
 
Effect of fiber distance on various sac ocdma detection techniques
Effect of fiber distance on various sac ocdma detection techniquesEffect of fiber distance on various sac ocdma detection techniques
Effect of fiber distance on various sac ocdma detection techniques
 

Similar to Case study on slender multi storey rc building with brick infill

Effect of lintel and lintel band on the global performance of reinforced conc...
Effect of lintel and lintel band on the global performance of reinforced conc...Effect of lintel and lintel band on the global performance of reinforced conc...
Effect of lintel and lintel band on the global performance of reinforced conc...eSAT Publishing House
 
Evaluation of fnp for rc frame with brick infill
Evaluation of fnp for rc frame with brick infillEvaluation of fnp for rc frame with brick infill
Evaluation of fnp for rc frame with brick infilleSAT Journals
 
Seismic evaluation of mutistorey building with soft storey
Seismic evaluation of mutistorey building with soft storeySeismic evaluation of mutistorey building with soft storey
Seismic evaluation of mutistorey building with soft storeyeSAT Journals
 
Optimisation of earth quake response of tall building by using different fram...
Optimisation of earth quake response of tall building by using different fram...Optimisation of earth quake response of tall building by using different fram...
Optimisation of earth quake response of tall building by using different fram...eSAT Journals
 
Evaluation of the use of concentric steel bracing to improve seismic performa...
Evaluation of the use of concentric steel bracing to improve seismic performa...Evaluation of the use of concentric steel bracing to improve seismic performa...
Evaluation of the use of concentric steel bracing to improve seismic performa...eSAT Journals
 
Fragility analysis of open ground storey rc building designed using various m...
Fragility analysis of open ground storey rc building designed using various m...Fragility analysis of open ground storey rc building designed using various m...
Fragility analysis of open ground storey rc building designed using various m...eSAT Journals
 
Comparison of bracings and shear walls as seismic strengthening methods to bu...
Comparison of bracings and shear walls as seismic strengthening methods to bu...Comparison of bracings and shear walls as seismic strengthening methods to bu...
Comparison of bracings and shear walls as seismic strengthening methods to bu...eSAT Publishing House
 
Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...eSAT Journals
 
Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...eSAT Journals
 
“Analysis and design of multi storeyed load bearing reinforced masonry struct...
“Analysis and design of multi storeyed load bearing reinforced masonry struct...“Analysis and design of multi storeyed load bearing reinforced masonry struct...
“Analysis and design of multi storeyed load bearing reinforced masonry struct...eSAT Publishing House
 
Parametric study of response of an asymmetric building for various earthquake...
Parametric study of response of an asymmetric building for various earthquake...Parametric study of response of an asymmetric building for various earthquake...
Parametric study of response of an asymmetric building for various earthquake...eSAT Publishing House
 
Analysis and design of high rise building frame using staad pro
Analysis and design of high rise building frame using staad proAnalysis and design of high rise building frame using staad pro
Analysis and design of high rise building frame using staad proeSAT Journals
 
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...IRJET Journal
 
Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...eSAT Publishing House
 
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...IRJET Journal
 
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...eSAT Journals
 
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...eSAT Journals
 
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...IRJET Journal
 
Seismic response of rc frame structure with soft storey
Seismic response of rc frame structure with soft storeySeismic response of rc frame structure with soft storey
Seismic response of rc frame structure with soft storeyeSAT Publishing House
 
Seismic vulnerability of flat plate column joint with out slab shear reinforc...
Seismic vulnerability of flat plate column joint with out slab shear reinforc...Seismic vulnerability of flat plate column joint with out slab shear reinforc...
Seismic vulnerability of flat plate column joint with out slab shear reinforc...eSAT Journals
 

Similar to Case study on slender multi storey rc building with brick infill (20)

Effect of lintel and lintel band on the global performance of reinforced conc...
Effect of lintel and lintel band on the global performance of reinforced conc...Effect of lintel and lintel band on the global performance of reinforced conc...
Effect of lintel and lintel band on the global performance of reinforced conc...
 
Evaluation of fnp for rc frame with brick infill
Evaluation of fnp for rc frame with brick infillEvaluation of fnp for rc frame with brick infill
Evaluation of fnp for rc frame with brick infill
 
Seismic evaluation of mutistorey building with soft storey
Seismic evaluation of mutistorey building with soft storeySeismic evaluation of mutistorey building with soft storey
Seismic evaluation of mutistorey building with soft storey
 
Optimisation of earth quake response of tall building by using different fram...
Optimisation of earth quake response of tall building by using different fram...Optimisation of earth quake response of tall building by using different fram...
Optimisation of earth quake response of tall building by using different fram...
 
Evaluation of the use of concentric steel bracing to improve seismic performa...
Evaluation of the use of concentric steel bracing to improve seismic performa...Evaluation of the use of concentric steel bracing to improve seismic performa...
Evaluation of the use of concentric steel bracing to improve seismic performa...
 
Fragility analysis of open ground storey rc building designed using various m...
Fragility analysis of open ground storey rc building designed using various m...Fragility analysis of open ground storey rc building designed using various m...
Fragility analysis of open ground storey rc building designed using various m...
 
Comparison of bracings and shear walls as seismic strengthening methods to bu...
Comparison of bracings and shear walls as seismic strengthening methods to bu...Comparison of bracings and shear walls as seismic strengthening methods to bu...
Comparison of bracings and shear walls as seismic strengthening methods to bu...
 
Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...
 
Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...Behavior of plan irregularites using composite members by varying column spac...
Behavior of plan irregularites using composite members by varying column spac...
 
“Analysis and design of multi storeyed load bearing reinforced masonry struct...
“Analysis and design of multi storeyed load bearing reinforced masonry struct...“Analysis and design of multi storeyed load bearing reinforced masonry struct...
“Analysis and design of multi storeyed load bearing reinforced masonry struct...
 
Parametric study of response of an asymmetric building for various earthquake...
Parametric study of response of an asymmetric building for various earthquake...Parametric study of response of an asymmetric building for various earthquake...
Parametric study of response of an asymmetric building for various earthquake...
 
Analysis and design of high rise building frame using staad pro
Analysis and design of high rise building frame using staad proAnalysis and design of high rise building frame using staad pro
Analysis and design of high rise building frame using staad pro
 
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...
IRJET-Seismic Performance of High Rise Flat Slab Building with Various Latera...
 
Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...Passive control of structures using sliding isolators at intermediate floor l...
Passive control of structures using sliding isolators at intermediate floor l...
 
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
IRJET- Response of Buildings with and Without Setbacks Subjected to Earthquak...
 
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
 
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
Earthquake analysis on 2 d rc frames with different aspect ratios of masonry ...
 
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
Optimization of Placing Viscous Dampers on 3D RC Frame Subjected to Seismic L...
 
Seismic response of rc frame structure with soft storey
Seismic response of rc frame structure with soft storeySeismic response of rc frame structure with soft storey
Seismic response of rc frame structure with soft storey
 
Seismic vulnerability of flat plate column joint with out slab shear reinforc...
Seismic vulnerability of flat plate column joint with out slab shear reinforc...Seismic vulnerability of flat plate column joint with out slab shear reinforc...
Seismic vulnerability of flat plate column joint with out slab shear reinforc...
 

More from eSAT Publishing House

Likely impacts of hudhud on the environment of visakhapatnam
Likely impacts of hudhud on the environment of visakhapatnamLikely impacts of hudhud on the environment of visakhapatnam
Likely impacts of hudhud on the environment of visakhapatnameSAT Publishing House
 
Impact of flood disaster in a drought prone area – case study of alampur vill...
Impact of flood disaster in a drought prone area – case study of alampur vill...Impact of flood disaster in a drought prone area – case study of alampur vill...
Impact of flood disaster in a drought prone area – case study of alampur vill...eSAT Publishing House
 
Hudhud cyclone – a severe disaster in visakhapatnam
Hudhud cyclone – a severe disaster in visakhapatnamHudhud cyclone – a severe disaster in visakhapatnam
Hudhud cyclone – a severe disaster in visakhapatnameSAT Publishing House
 
Groundwater investigation using geophysical methods a case study of pydibhim...
Groundwater investigation using geophysical methods  a case study of pydibhim...Groundwater investigation using geophysical methods  a case study of pydibhim...
Groundwater investigation using geophysical methods a case study of pydibhim...eSAT Publishing House
 
Flood related disasters concerned to urban flooding in bangalore, india
Flood related disasters concerned to urban flooding in bangalore, indiaFlood related disasters concerned to urban flooding in bangalore, india
Flood related disasters concerned to urban flooding in bangalore, indiaeSAT Publishing House
 
Enhancing post disaster recovery by optimal infrastructure capacity building
Enhancing post disaster recovery by optimal infrastructure capacity buildingEnhancing post disaster recovery by optimal infrastructure capacity building
Enhancing post disaster recovery by optimal infrastructure capacity buildingeSAT Publishing House
 
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...eSAT Publishing House
 
Wind damage to buildings, infrastrucuture and landscape elements along the be...
Wind damage to buildings, infrastrucuture and landscape elements along the be...Wind damage to buildings, infrastrucuture and landscape elements along the be...
Wind damage to buildings, infrastrucuture and landscape elements along the be...eSAT Publishing House
 
Shear strength of rc deep beam panels – a review
Shear strength of rc deep beam panels – a reviewShear strength of rc deep beam panels – a review
Shear strength of rc deep beam panels – a revieweSAT Publishing House
 
Role of voluntary teams of professional engineers in dissater management – ex...
Role of voluntary teams of professional engineers in dissater management – ex...Role of voluntary teams of professional engineers in dissater management – ex...
Role of voluntary teams of professional engineers in dissater management – ex...eSAT Publishing House
 
Risk analysis and environmental hazard management
Risk analysis and environmental hazard managementRisk analysis and environmental hazard management
Risk analysis and environmental hazard managementeSAT Publishing House
 
Review study on performance of seismically tested repaired shear walls
Review study on performance of seismically tested repaired shear wallsReview study on performance of seismically tested repaired shear walls
Review study on performance of seismically tested repaired shear wallseSAT Publishing House
 
Monitoring and assessment of air quality with reference to dust particles (pm...
Monitoring and assessment of air quality with reference to dust particles (pm...Monitoring and assessment of air quality with reference to dust particles (pm...
Monitoring and assessment of air quality with reference to dust particles (pm...eSAT Publishing House
 
Low cost wireless sensor networks and smartphone applications for disaster ma...
Low cost wireless sensor networks and smartphone applications for disaster ma...Low cost wireless sensor networks and smartphone applications for disaster ma...
Low cost wireless sensor networks and smartphone applications for disaster ma...eSAT Publishing House
 
Coastal zones – seismic vulnerability an analysis from east coast of india
Coastal zones – seismic vulnerability an analysis from east coast of indiaCoastal zones – seismic vulnerability an analysis from east coast of india
Coastal zones – seismic vulnerability an analysis from east coast of indiaeSAT Publishing House
 
Can fracture mechanics predict damage due disaster of structures
Can fracture mechanics predict damage due disaster of structuresCan fracture mechanics predict damage due disaster of structures
Can fracture mechanics predict damage due disaster of structureseSAT Publishing House
 
Assessment of seismic susceptibility of rc buildings
Assessment of seismic susceptibility of rc buildingsAssessment of seismic susceptibility of rc buildings
Assessment of seismic susceptibility of rc buildingseSAT Publishing House
 
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...eSAT Publishing House
 
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...eSAT Publishing House
 
Disaster recovery sustainable housing
Disaster recovery sustainable housingDisaster recovery sustainable housing
Disaster recovery sustainable housingeSAT Publishing House
 

More from eSAT Publishing House (20)

Likely impacts of hudhud on the environment of visakhapatnam
Likely impacts of hudhud on the environment of visakhapatnamLikely impacts of hudhud on the environment of visakhapatnam
Likely impacts of hudhud on the environment of visakhapatnam
 
Impact of flood disaster in a drought prone area – case study of alampur vill...
Impact of flood disaster in a drought prone area – case study of alampur vill...Impact of flood disaster in a drought prone area – case study of alampur vill...
Impact of flood disaster in a drought prone area – case study of alampur vill...
 
Hudhud cyclone – a severe disaster in visakhapatnam
Hudhud cyclone – a severe disaster in visakhapatnamHudhud cyclone – a severe disaster in visakhapatnam
Hudhud cyclone – a severe disaster in visakhapatnam
 
Groundwater investigation using geophysical methods a case study of pydibhim...
Groundwater investigation using geophysical methods  a case study of pydibhim...Groundwater investigation using geophysical methods  a case study of pydibhim...
Groundwater investigation using geophysical methods a case study of pydibhim...
 
Flood related disasters concerned to urban flooding in bangalore, india
Flood related disasters concerned to urban flooding in bangalore, indiaFlood related disasters concerned to urban flooding in bangalore, india
Flood related disasters concerned to urban flooding in bangalore, india
 
Enhancing post disaster recovery by optimal infrastructure capacity building
Enhancing post disaster recovery by optimal infrastructure capacity buildingEnhancing post disaster recovery by optimal infrastructure capacity building
Enhancing post disaster recovery by optimal infrastructure capacity building
 
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...
Wind damage to trees in the gitam university campus at visakhapatnam by cyclo...
 
Wind damage to buildings, infrastrucuture and landscape elements along the be...
Wind damage to buildings, infrastrucuture and landscape elements along the be...Wind damage to buildings, infrastrucuture and landscape elements along the be...
Wind damage to buildings, infrastrucuture and landscape elements along the be...
 
Shear strength of rc deep beam panels – a review
Shear strength of rc deep beam panels – a reviewShear strength of rc deep beam panels – a review
Shear strength of rc deep beam panels – a review
 
Role of voluntary teams of professional engineers in dissater management – ex...
Role of voluntary teams of professional engineers in dissater management – ex...Role of voluntary teams of professional engineers in dissater management – ex...
Role of voluntary teams of professional engineers in dissater management – ex...
 
Risk analysis and environmental hazard management
Risk analysis and environmental hazard managementRisk analysis and environmental hazard management
Risk analysis and environmental hazard management
 
Review study on performance of seismically tested repaired shear walls
Review study on performance of seismically tested repaired shear wallsReview study on performance of seismically tested repaired shear walls
Review study on performance of seismically tested repaired shear walls
 
Monitoring and assessment of air quality with reference to dust particles (pm...
Monitoring and assessment of air quality with reference to dust particles (pm...Monitoring and assessment of air quality with reference to dust particles (pm...
Monitoring and assessment of air quality with reference to dust particles (pm...
 
Low cost wireless sensor networks and smartphone applications for disaster ma...
Low cost wireless sensor networks and smartphone applications for disaster ma...Low cost wireless sensor networks and smartphone applications for disaster ma...
Low cost wireless sensor networks and smartphone applications for disaster ma...
 
Coastal zones – seismic vulnerability an analysis from east coast of india
Coastal zones – seismic vulnerability an analysis from east coast of indiaCoastal zones – seismic vulnerability an analysis from east coast of india
Coastal zones – seismic vulnerability an analysis from east coast of india
 
Can fracture mechanics predict damage due disaster of structures
Can fracture mechanics predict damage due disaster of structuresCan fracture mechanics predict damage due disaster of structures
Can fracture mechanics predict damage due disaster of structures
 
Assessment of seismic susceptibility of rc buildings
Assessment of seismic susceptibility of rc buildingsAssessment of seismic susceptibility of rc buildings
Assessment of seismic susceptibility of rc buildings
 
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...
A geophysical insight of earthquake occurred on 21 st may 2014 off paradip, b...
 
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...
Effect of hudhud cyclone on the development of visakhapatnam as smart and gre...
 
Disaster recovery sustainable housing
Disaster recovery sustainable housingDisaster recovery sustainable housing
Disaster recovery sustainable housing
 

Recently uploaded

Dev.bg DevOps March 2024 Monitoring & Logging
Dev.bg DevOps March 2024 Monitoring & LoggingDev.bg DevOps March 2024 Monitoring & Logging
Dev.bg DevOps March 2024 Monitoring & LoggingMarian Marinov
 
The relationship between iot and communication technology
The relationship between iot and communication technologyThe relationship between iot and communication technology
The relationship between iot and communication technologyabdulkadirmukarram03
 
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...amrabdallah9
 
Gender Bias in Engineer, Honors 203 Project
Gender Bias in Engineer, Honors 203 ProjectGender Bias in Engineer, Honors 203 Project
Gender Bias in Engineer, Honors 203 Projectreemakb03
 
UNIT4_ESD_wfffffggggggggggggith_ARM.pptx
UNIT4_ESD_wfffffggggggggggggith_ARM.pptxUNIT4_ESD_wfffffggggggggggggith_ARM.pptx
UNIT4_ESD_wfffffggggggggggggith_ARM.pptxrealme6igamerr
 
nvidia AI-gtc 2024 partial slide deck.pptx
nvidia AI-gtc 2024 partial slide deck.pptxnvidia AI-gtc 2024 partial slide deck.pptx
nvidia AI-gtc 2024 partial slide deck.pptxjasonsedano2
 
solar wireless electric vechicle charging system
solar wireless electric vechicle charging systemsolar wireless electric vechicle charging system
solar wireless electric vechicle charging systemgokuldongala
 
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...Amil baba
 
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Apollo Techno Industries Pvt Ltd
 
Modelling Guide for Timber Structures - FPInnovations
Modelling Guide for Timber Structures - FPInnovationsModelling Guide for Timber Structures - FPInnovations
Modelling Guide for Timber Structures - FPInnovationsYusuf Yıldız
 
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...soginsider
 
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdf
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdfSummer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdf
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdfNaveenVerma126
 
Phase noise transfer functions.pptx
Phase noise transfer      functions.pptxPhase noise transfer      functions.pptx
Phase noise transfer functions.pptxSaiGouthamSunkara
 
How to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfHow to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfRedhwan Qasem Shaddad
 
A Seminar on Electric Vehicle Software Simulation
A Seminar on Electric Vehicle Software SimulationA Seminar on Electric Vehicle Software Simulation
A Seminar on Electric Vehicle Software SimulationMohsinKhanA
 
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Sean Meyn
 

Recently uploaded (20)

計劃趕得上變化
計劃趕得上變化計劃趕得上變化
計劃趕得上變化
 
Dev.bg DevOps March 2024 Monitoring & Logging
Dev.bg DevOps March 2024 Monitoring & LoggingDev.bg DevOps March 2024 Monitoring & Logging
Dev.bg DevOps March 2024 Monitoring & Logging
 
The relationship between iot and communication technology
The relationship between iot and communication technologyThe relationship between iot and communication technology
The relationship between iot and communication technology
 
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
Strategies of Urban Morphologyfor Improving Outdoor Thermal Comfort and Susta...
 
Gender Bias in Engineer, Honors 203 Project
Gender Bias in Engineer, Honors 203 ProjectGender Bias in Engineer, Honors 203 Project
Gender Bias in Engineer, Honors 203 Project
 
UNIT4_ESD_wfffffggggggggggggith_ARM.pptx
UNIT4_ESD_wfffffggggggggggggith_ARM.pptxUNIT4_ESD_wfffffggggggggggggith_ARM.pptx
UNIT4_ESD_wfffffggggggggggggith_ARM.pptx
 
nvidia AI-gtc 2024 partial slide deck.pptx
nvidia AI-gtc 2024 partial slide deck.pptxnvidia AI-gtc 2024 partial slide deck.pptx
nvidia AI-gtc 2024 partial slide deck.pptx
 
Lecture 2 .pptx
Lecture 2                            .pptxLecture 2                            .pptx
Lecture 2 .pptx
 
solar wireless electric vechicle charging system
solar wireless electric vechicle charging systemsolar wireless electric vechicle charging system
solar wireless electric vechicle charging system
 
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...
Best-NO1 Best Rohani Amil In Lahore Kala Ilam In Lahore Kala Jadu Amil In Lah...
 
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...Technology Features of Apollo HDD Machine, Its Technical Specification with C...
Technology Features of Apollo HDD Machine, Its Technical Specification with C...
 
Modelling Guide for Timber Structures - FPInnovations
Modelling Guide for Timber Structures - FPInnovationsModelling Guide for Timber Structures - FPInnovations
Modelling Guide for Timber Structures - FPInnovations
 
Litature Review: Research Paper work for Engineering
Litature Review: Research Paper work for EngineeringLitature Review: Research Paper work for Engineering
Litature Review: Research Paper work for Engineering
 
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...Transforming Process Safety Management: Challenges, Benefits, and Transition ...
Transforming Process Safety Management: Challenges, Benefits, and Transition ...
 
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdf
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdfSummer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdf
Summer training report on BUILDING CONSTRUCTION for DIPLOMA Students.pdf
 
Phase noise transfer functions.pptx
Phase noise transfer      functions.pptxPhase noise transfer      functions.pptx
Phase noise transfer functions.pptx
 
How to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdfHow to Write a Good Scientific Paper.pdf
How to Write a Good Scientific Paper.pdf
 
A Seminar on Electric Vehicle Software Simulation
A Seminar on Electric Vehicle Software SimulationA Seminar on Electric Vehicle Software Simulation
A Seminar on Electric Vehicle Software Simulation
 
Présentation IIRB 2024 Marine Cordonnier.pdf
Présentation IIRB 2024 Marine Cordonnier.pdfPrésentation IIRB 2024 Marine Cordonnier.pdf
Présentation IIRB 2024 Marine Cordonnier.pdf
 
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
Quasi-Stochastic Approximation: Algorithm Design Principles with Applications...
 

Case study on slender multi storey rc building with brick infill

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 268 CASE STUDY ON SLENDER MULTI-STOREY RC BUILDING WITH BRICK INFILL N.Jayaramappa1 , Santhosh D2 1 Assistant Professor, Department of Civil Engineering, U.V.C.E, Bangalore 2 4th Sem, ME (Structural Engineering), U.V.C.E, Bangalore. Abstract Earthquakes are natural hazards under which disasters are mainly caused by damage or collapse of buildings and other man-made structures. It should be noted that 70 to 80 % of buildings of urban areas in India fall under the classification of soft storey according to IS 1893 (2002) Part-I. In analysis and design of the high rise building generally do not consider the effect of the brick masonry infill and design it by considering bare frame. Here to observe the effect of brick masonry infill and without infill in analysis of plane frame. The main focus of the work is to carry out analysis of existing slender RC brick infilled building located at Bangalore, using ETABS 9.7.1. The analysis is carried out on RC bare frame with beam and column having dimension 150x450mm, RC frame with brick infill with openings for doors and windows, for different zones like 2,3,4, and 5. And also the analysis is done on same RC frame with brick infill with openings for revised beam and column dimension 230x450mm with different zones 2,3,4, and 5. In second part of work is carried out the pushover analysis on a RC frame building and comparing the results with RC bare frame and RC frame with brick infill with opening -----------------------------------------------------------------------***----------------------------------------------------------------------- 1. INTRODUCTION In many countries situated in seismic regions, reinforced concrete frames are infilled fully or partially by brick masonry panels with or without openings. Although the infill panels significantly enhance both the stiffness and strength of the frame, their contribution is often not taken into account because of the lack of knowledge of the composite behaviour of the frame and the infill The impact of the infills on the seismic behavior of buildings may be positive or negative, depending on a large number of influential parameters. Generally, the performance of the structure can be significantly improved by the increase of strength and dissipation capacity due to the masonry infills, even if in presence of an increasing in earthquake inertia forces. However, for a proper design of masonry infilled reinforced concrete frames it is necessary to completely understand their behavior under repeated horizontal loading. Neglecting the significant interaction between the filler walls and building frames is the main reason why structural systems incorporating integrated infills panels react to strong earthquakes in a manner quite different from the expected one. A review of analysis and design provisions related tomasonry infilled RC frames in seismic design codes of different countries shows that only a few codes have considered the effect of infill in analysis and design of masonry infilled RC frames. On the other hand, the stiffness and strength of the infilled frames with opening are not taken care of by most of the codes. Hence, the behavior of infilled frames with openings needs to be studied extensively in order to develop a rational approach or guidelines for design. The masonry infill is very stiff and has considerable strength, meaning that the load capacity of masonry infilled frames increases substantially. In the case of horizontal loading due to wind or seismic action, it is usual to assume that an equivalent compression strut can replace the action of the masonry panels. 2. SECTIONS OF STRUCTURAL ELEMENTS OF EXISTING BUILDING Type of Structure: Ordinary moment resisting RC frame Ground floor: Soft storey First and Second floor; RC Frame with brick infill with openings Grade of Concrete: M 20 Grade of Reinforcing Steel: Fe 415 Number of Stories: G + 2 storeys
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 269 Building height: 9 m 2.1 Front Elevation of Existing Building 2.2 Plan of Existing Building 2.3 Column Size Rectangular columns at the plinth, ground floor and first floor level: 150mmx450mm 2.3.1 Width of Existing Building Column 150mm 2.3.2 Depth of Existing Building Column 450mm 2.4 Beam Size Rectangular beam at the ground floor and first floor level: 150mmx450mm 2.4.1 Width of Existing Beam 150mm
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 270 2.4.2 Plinth Level Beam Size Rectangular beam at the plinth level: 150mmx450mm. 2.4.3 Slab Thickness: RC Building frame slab thickness is 150mm. 2.4.4 Masonry Wall Thickness: RC Building frame Brick wall thickness is 150mm. 2.4.5 Support Condition: The support is fixed at the ends. 2.4.6 Sizes of Doors, Window, and Ventilater: W = 1.83 X 2m W1 = 1.83 X 1.403m W2 = 1.22 X 1.403m W3 = 1.83 X 1.915m W4 = 0.915 X 1.403m V = 0. 3X 0.9m MD = 1.098 X 2.135 m D = 0.915 X 2.135 m D1 = 0.8 X 2.135 m Where W = window D = Door, MD = Main Door, V = ventilator 2.5 Loading Condition Dead load: Self weight of the column= 0.15x0.45x25 = 1.687 kN/m Self weight of the Beam = 0.15x0.45x25 = 1.687 kN/m Self weight of the Slab = 0.15x1x25 = 3.75 kN/m2 Live load Live load = 3kN/m2 Earthquake load The design value of base shear VB VB = Ah W as per (IS: 1893 Cl.7.5.3) Calculate the design horizontal Seismic coefficient Ah  The design horizontal coefficient Ah is given by Ah = (Z/2). (I/R). (Sa/g)  Zone Factor (Z ) for the applicable seismic zone (IS: 1893 Cl.6.4.2),  Importance factor( I) for the use importance of the building (IS: 1893 Table 2),  Response reduction factor(R) for the lateral load resisting system adopted. (IS: 1893 Table 7), And take Sa/g for the computed time period value Ta and with 5% damping Coefficient using the response spectra curves IS: 1893 Fig 2 for the soil type observed. Thus value of Ah will be determined for Ta 2.6 Natural Time Period  Fundamental natural period of vibration (Ta), in seconds, of a moment-resisting frame building without brick infill panels may be estimated by the empirical expression: Ta = 0.075 h0.75 for RC frame building Where h=9 m, Ta = 0.075 h0.75 = 0.389sec  The approximate fundamental natural period of vibration (Ta), in seconds, of all other buildings, including moment-resisting frame buildings with brick infill panels, may be estimated by the empirical expression: Ta= 0.09h/√d = 0.09 x 9/√11.75 = 0.23sec X- Direction d = 11.75m Ta= 0.09h/√d = 0.09 x 9/√9.11 = 0.26sec Y- Direction d = 9.11m Where h= height of building in m. d= base dimension of the building at the plinth level in m, along considered direction of lateral force. 3. ANALYSIS: 3.1 Case 1: Bare frame CASE1: BARE FRAME RESULTS Loads considered DL None of the Beams failed None of the columns failed Beam cross section(mmXmm) 150x450mm Column cross section(mmXmm) 150x450mm Slab thickness(mm) 150
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 271 3.2 Case2: Bare Frame CASE2: BARE FRAME RESULTS Loads considered DL + LL Beam no 18 failed at Storey3, storey2 Storey1 and at plinth level None of the columns failed Beam cross section(mmXmm) 150x450mm Column cross section(mmXmm) 150x450mm Slab thickness(mm) 150 3.3 Case3: Bare Frame 3.3.1 Bare Frame (Zone-3) BARE FRAME (ZONE-3) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS Zone factor(Z) 0.16 B17, B18 failed at Storey 3 B17, B21 ,B24 & B18 failed at Storey 2 B20, B17,B18 ,B20, B21 andB24 failed at Storey 1 None of the columns failed Importance factor(I) 1 Response reduction factor (R) 3 Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm
  • 5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 272 3.3.2 Bare Frame (Zone-5) BARE FRAME (ZONE-5) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS Zone factor(Z) 0.36 B17 ,B18 , B20 , B21 & B24 beams failed at Storey 3. B3, B5, B11, B17,B18, B20, B21 & B24 beams failed at Storey 2. B3, B5, B11, B17,B18, B20, B21& B24 beams failed at Storey 1. B5 beam failed at Plinth level. C2 ,C3 , C7 ,C6 C5 & C4 columns failed at Storey 2. C4 , C5, C6 ,C7 & C15 columns failed at Storey 1. Importance factor(I) 1 Response reduction factor (R) 3 Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm
  • 6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 273 3.4 Case4: RC Frame with Brick Infill with Openings CASE4: RC FRAME WITH BRICK INFILL WITH OPENINGS RESULTS Loads considered DL&LL BEAMS COLUMNS Beam cross section(mmXmm) 150X450 None of the beams have failed. None of the columns have failed.. Column cross section(mmXmm) 150X450 Slab thickness(mm) 150 3.4.1 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 2) RC FRAME WITH BRICK INFILL WITH OPENINGS(ZONE–2) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS Zone factor(Z) 0.10 None of the beams have failed. None of the columns have failed. Importance factor(I) 1 Response reduction factor (R) 3 Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm 3.4.2 RC Frame With Brick Infill With Openings – DL+LL+EQ (Zone 3) RC FRAME WITH BRICK INFILL WITH OPENINGS(ZONE–3) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS
  • 7. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 274 Zone factor(Z) 0.16 None of the beams have failed. None of the columns have failed. Importance factor(I) 1 Response reduction factor (R) 3 Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm 3.4.3 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 4) RC FRAME WITH BRICK INFILL WITH OPENINGS(ZONE–4) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS Zone factor(Z) 0.24 B17 failed at Storey 1 B5 failed at Plinth level None of the columns have failed. Importance factor(I) 1 Response reduction factor (R) 3 Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm 3.4.4 RC Frame with Brick Infill with Openings – DL+LL+EQ (Zone 5) RC FRAME WITH BRICK INFILL WITH OPENINGS(ZONE–5) RESULTS Loads considered DL + LL + EQ BEAMS COLUMNS Zone factor(Z) 0.36 B17 & B21 beams have been failed at Storey 1. C3 , C15 ,C4 , C5 C6 & C7columns have failed atImportance factor(I) 1
  • 8. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 275 Response reduction factor (R) 3 B3 ,B5, B11 & B24beams have been failed at Plinth level. Storey 1. C13 ,C14 , C3& C4 columns have failed at Plinth level. Soil type II Time period(T) 0.389 sec Beam cross section(mmxmm) 150 X 450mm Column cross section(mmXmm) 150 X 450mm Slab thickness(mm) 150mm 3.5 Case 5: RC Frame with Brick Infill with Openings (230x450mm) CASE5: RC FRAME WITH BRICK INFILL WITH OPENINGS (230x450mm) RESULTS BEAMS(230x450mm) COLUMNS(230x450mm) 1. DL+LL None of the beams have failed None of the columns have failed 2. DL+LL+EQ( ZONE 2) None of the beams have failed None of the columns have failed 3. DL+LL+EQ( ZONE 3) None of the beams have failed None of the columns have failed 4. DL+LL+EQ( ZONE 4) None of the beams have failed None of the columns have failed 5. DL+LL+EQ( ZONE 5) None of the beams have failed None of the columns have failed 3.6 Case6: Pushover Analysis RC Bare Frame RC frame with infill with openings
  • 9. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 276 Pushover curve for RC bare frame Pushover curve for RC frame with brick infill with openings Capacity curve for RC bare frame Capacity curve for RC frame with brick infill with openings Hinge levels of RC bare frame Hinge levels of RC frame with brick infill with openings
  • 10. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 277 Results showing the Displacement and Base force Results showing the Displacement and Base force Graph showing comparison between the displacements of Graph showing comparison between the Base shear of RC RC bare frame and RC frame with brick infill with openings bare frame and RC frame with brick infill with openings 4. CONCLUSIONS  The structure which selected for the present study is very slender in dimension and is not acceptable under seismic condition  As per the Code, the Bangalore region comes under seismic Zone II. Few Framed Structures are built in the above said zone with smaller dimensions of beams and columns like 150mm x 450mm. which becomes critical under normal DL+ LL.  For DL+LL case the beams (150x450mm) fail during analysis, i.e. beams are insufficient to carry DL and LL. From the points mentioned above it is understood that the cross section of beams is highly insufficient to carry service load. And these buildings are not safe when subjected to earthquake load.  These types of buildings when built in high seismic zones, the structure fails. Hence, we should provide the Suitable dimensions for the frames and ductile detailing of reinforcement  The structure which has been considered in the present study is analysed taking beams and columns dimensions as 230x450mm and it has been found that none of the beams and columns have failed. Hence it can be proposed to consider the above mentioned dimension as minimum dimensions for beams for building.  The RC bare frame which is analysed for the static non linear pushover cases can carry lower base force and at higher displacement it fails  The RC frame with brick infill with openings which is analysed for the static non linear pushover cases can carry higher base force and at lesser displacement it fails REFERENCES [1] Al-char, G K (1998) “Non- ductile behavior of RC frame with brick masonry infill subjected to in- plane loading”, United States – Illinois, University of Illinois at chikago. [2] C V R murthy and Sudhir K jain (2000) “ Beneficial influence of masonry infill walls on seismic performance of RC frame building”. [3] Diptesh Das and C.V.R. Murty (2004) “Brick masonry infill in seismic design of RC frame building part-2 Behaviour”, Indian concrete journal [4] Rahul RANA, Limin JIN (August, 2004)” Pushover analysis of a 19 storey concrete shear wall building ” 13th World Conference on Earthquake Engineering Vancouver, B.C., Canada.
  • 11. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 __________________________________________________________________________________________ Volume: 03 Special Issue: 06 | May-2014 | RRDCE - 2014, Available @ http://www.ijret.org 278 [5] Chung- Yue Wang and Shaing-Yung (2007)”Pushover Analysis for Structure Containing RC Walls” The 2nd International Conference on Urban Disaster Reduction, Taipei, Taiwan November, 27-29, 2007. [6] Pankaj Agarwal And Manish Shrikhande (2008) “Earthquake resistance design of structure “ PHI Learning Private Limited New Delhi-1 [7] M. Seifi., J. Noorzaei., and M. S. Jaafar. (2008).” Nonlinear Static Pushover Analysis in Earthquake Engineering”: State of Development. ICCBT [8] Sachin Surendran and Hemant B. Kaushik(2012) “Masonry infill RC frame with openings”: Review of In-plane Lateral Load Behaviour and Modeling Approaches” The Open Construction and Building Technology Journal, (2012).