Seismic Analysis of Regular and Irregular Buildings with Vertical Irregularity using Staad.Pro

International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395 -0056
Volume: 04 Issue: 06 | June -2017 www.irjet.net p-ISSN: 2395-0072
© 2017, IRJET | Impact Factor value: 5.181 | ISO 9001:2008 Certified Journal | Page 1863
SEISMIC ANALYSIS OF REGULAR AND IRREGULAR BUILDINGS WITH
VERTICAL IRREGULARITY USING STAAD.Pro
Akhil R1, Aswathy S Kumar2
1PG scholar, Department of Civil Engineering ,
Sree Buddha College of Engineering, Alappuzha/Pathanamthitta cluster of APJ Abdul Kalam Technological
University, Ayathil, Elavumthitta P.O, Pathanamthitta-689625
2Assistant Professor, Department of Civil Engineering,
Sree Buddha College of Engineering, Alappuzha/Pathanamthitta cluster of APJ Abdul Kalam Technological
University, Ayathil, Elavumthitta P.O, Pathanamthitta-689625
----------------------------------------------------------------------------------***-----------------------------------------------------------------------
Abstract-This analysis aims to the seismic response of
various vertical irregularity structures. The project is done
by Response spectrum analysis (RSA) of vertically
irregular RC building. This study includes the modelling of
regular and H-shape plan irregular building having area
of 25X25m and height of 3.5 m from each G+10 storey .The
performance of this framed building during study
earthquake motions depends on the distribution of
stiffness, strength, and mass in both the horizontal and
vertical planes of the building. The main aim of this work
is comparative study of the stiffness of the structure by
considering the three models in Regular Structure and
three models in Plan irregular structure with different
Vertical irregular structure. All models are analysedwith
dynamic earthquake loading for the Zones V .Result found
from the response spectrum analysis that in irregular
shaped building displacements are more than that of
regular shaped building. All building frames are
modelled&analysed in software Staad.Pro V8i. Various
seismic responses like base shear, frequency, node
displacement, etc. are obtained. The overall performance
of regular building is found better than irregular
building.The seismic performance of multistory regular
building is determined by Response Spectrum analysis in
STAAD Pro. Software.
Keywords: STAAD Pro, Response Spectrum Analysis
1.INTRODUCTION
Earthquake means the sudden vibration of earth
which is caused by naturally or manually. We know that
different type of vertical irregularities buildings are
used in modern infrastructure. During an earthquake,
the building tends to collapse. This is mainly due to
discontinuity in geometry, mass and stiffness. This
discontinuity is termed as Irregular structures. So
vertical irregularities are one of the major reasons of
failures of structures during earthquakes.In planning
stage of vertical irregularity due to some architectural
and functional reasons. The irregular building can’t be
avoided during the construction may due to space
requirement in construction field so the tall structure
has more demand.In the recent days the tall structure
has more demand for the construction. The structural
must withstand against lateral force acting on the
structure due to the wind load another natural calamities
so in this project the comparative studies is done for the
zone V by providing the required size of the columns
and beams by following Indian standards. If this analysis
is not proper means the effect of earthquake may cause
the structural collapse and life of people may spoil. So it
may cause homeless to common people. So structure
should be design in a proper way. The structure which
performs against the earthquake means a structure must
possess the simple, regular configuration and minimum
lateral strength and also stiffness of the structure..
Setback buildings are a subset of vertically irregular
buildings where there are discontinuities with respect to
geometry. However, geometric irregularity also
introduces discontinuity in the distribution of mass,
stiffness and strength along the vertical direction.. The
behaviour of these types of building is something
different. There is a need of more work to be done in this
regard. So this research work is an attempt to reach on
more accurate conclusion to reduce their effect on the
structure.
The effects of non-structural infill walls are
neglected by seismic codes during analysis. This neglects
the effect of infill stiffness by assuming that this would
give some conservative results, Fardis and Panagiotakos
(1997). But this is not true in the case of columns
present in the open ground storey. Many codes (e.g., IS
1893- 2002, EC -8, IBC) recommends a factor to take care
for the magnification of bending moments and shear
forces. This factor is known as multiplication factor.
2. OBJECTIVES
 To compare the behaviour of a regular building
and plan irregular building in terms of response
spectrum analysis.
 To compare the base shear and node
displacement, time period, frequencies of

different types vertically irregular H shaped
building.
 To identify the best building configuration from
this analysis.
3. SCOPE
 Regular and H shaped RC buildings are
considered.
 Only vertical geometric irregularity was studied.
 Response spectrum analysis
 Slabs are considered as solid structures
 Sesmic zone V is considered
 Medium type soil is considered
4. METHODOLOGY
Here the study is carried out for the behaviour of G+10
Storied Buildings, Floor height provided as 3.5m and also
properties are defined for the building structure. The
model of buildings is created in Staad pro software. The
seismic zone considered is zone V and soil type is
medium. Six models of buildings are prepared. Two types
geometry are adopted this analysis regular and H shaped
plan irregular building. Three different vertical irregular
building such as stepped, inverted T,U shaped are
modelled in both regular and irregular(H shape)
building. The modelling of building is done for Indian
Seismic Zone V, IS 1893-2002.For given structure,
loading with applied loads includes live load, earthquake
load and dead load are according to IS 875 part I, part II
and IS1893-2002 respectively. Analysis is carried out by
Response Spectrum Analysis using Staad pro software.
The analysis is carried out to determine maximum node
displacement and base shear. After analysis, results are
obtained in the form of graphs which are in turn
observed to form conclusions
Table -1: Dimensional Details of the Building
Plan dimension 25m 25m
Type of
building:
Special moment
resisting frame
Specific weight
of infill
20 kN/m3
Number of
stories
G+10
Floor height 3.5 m
Grade of
Concrete
M20
Grade of steel Fe 415
Beam
dimension
230mm 280mm
Column dimension 280mm 280mm
Slab depth 150mm
Fig. 1 -Plan of Regular square
Fig. 2 -Plan of irregular H shaped Building
Table – 2:Details of Dead Load and Live Load
Load Value
FL 1.5kN/m2
LL 3kN/m2
Table -3: Details of Seismic Load
Zone V
Soil Type Type II(medium)
Zone Factor, Z 0.36
Importance Factor, I 1
Response Reduction Factor,R 5
5. MODELLING
Fig 3- Model 1-Regular with stepped

Fig 4-Model 2-Regular with inverted T
Fig 5-Model 3-Regular with U
Fig 6-Model 4-Irregular with stepped
Fig 7- Model 5-Irregular with inverted T
Fig 8-Model 6-Irregular with U
6.ANALYSIS RESULTS
The building with both geometry is analysed by
Response spectrum analysis. The maximum node
displacement data is taken for comparison from the
analysis results. The maximum node displacement
values for each model are tabulated below
Table - 2:Maximum node displacement
Model Reg
ular
with
step
ped
Reg
ular
with
inve
rted
T
Reg
ular
wit
h U
Irregu
lar(H
shape
) with
stepp
ed
Irreg
ular
with
inve
rted
T
Irreg
ular
with
U
Node
displacem
ent(mm)
90.0
73
92.5
86
95.0
08
69.27
1
84.9
81
91.8
49
Fig.9-Comparison of maximum node displacement for
each model
0
20
40
60
80
100
nodal
displacem
ent
in mm

Table - 3:Maximum time period and frequency
Model Regu
lar
with
step
ped
Regu
lar
with
inver
ted T
Regu
lar
with
U
Irregul
ar(H
shape)
with
steppe
d
Irreg
ular
with
inver
ted T
Irreg
ular
with
U
Frequ
ency
0.41
7
0.38
8
0.36
6
0.417 0.407 0.359
Time
period
2.39
9
2.58
0
2.73
2
2.398 2.459 2.784
Fig.10-Comparison of maximum time period and
frequency for each model
Table -3:Maximum Base shear
Model Regu
lar
with
step
ped
Regu
lar
with
inver
ted T
Regu
lar
with
U
Irregul
ar(H
shape)
with
steppe
d
Irreg
ular
with
inver
ted T
Irreg
ular
with
U
Base
shear(
kN)
309.
89
373.
42
398.
24
338.76 324.1
6
382.9
0
Fig.11-Comparison of Base shear for each model
7.CONCLUSIONS
 Response spectrum method allows a clear
understanding of the contributions of different
modes of vibration. It is also useful for
approximate evaluation of seismic reliability of
structures.
 Comparing the maximum base shear for both
regular building and irregular building the
maximum shear is obtained for regular building.
 Time period is maximum for H-shaped plan
configuration.
 Average Frequency was maximum for Irregular
Buildings.
 Maximum displacement for regular shapes and
minimum for irregular shapes.
 Regular with U shaped vertical irregular
building have maximum displacement compared
to other shapes..
REFERENCES
[1] DileshwarRana, Prof. JunedRaheem (2015)
Seismic Analysis of Regular & Vertical Geometric
Irregular RCC Framed Building
[2] Achyut S Naphade, Prof Grpatil(2015), “Push
over analysis of RCC building with soft storey at
different levels” IOSR Journal of Mechanical and
Civil Engineering (IOSR-JMCE)
[3] SuchitaHirde Ganga Tepugade(2014), “Seismic
performance of multistorey building with soft
storey at different level with RC shear
wall”International Journal of Current
Engineering and Technology
[4] Devendra Dohare1, Dr.Savita Maru2(2014)
“Seismic Behaviour of soft Storey Building : A
Critical Review” International Journal of
Engineering Research and General Science
Volume 2, Issue 6, October-November, 2014
[5] Akshay V. Raut1, Prof. RVRK Prasad2(2014)
“Pushover Analysis of G+3 Reinforced Concrete
Building with soft storey” IOSR Journal of
Mechanical and Civil Engineering (IOSR-JMCE)

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