Analyses and Design of a Tall Building for Hilly Area Zone V Using STAAD Pro

International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 6 Issue 3, March-April 2022 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD49946 | Volume – 6 | Issue – 3 | Mar-Apr 2022 Page 2189
Analyses & Design of a Tall Building for
Hilly Area Zone V Using STAAD-Pro
Nilesh Ghidode1
, Prof. Afzal Khan2
1
M. Tech Scholar, 2
Professor,
1,2
Department of Civil Engineering, Millennium Institute of Technology & Science, Bhopal, Madhya Pradesh, India
ABSTRACT
There are various previous studies done for proper planning and good
construction practices of multistoried buildings on hilly area.
Analysis and design of space building frame for seismic loading and
wind pressure is very essential these days because of the construction
of high rise buildings. It is also necessary to construct an economical
and more durable structure. current work examines the structural
behavior of reinforced concrete columns, beam, and footing in
sloping geometry. In this study a 16 storey RCC building is analyzed
on Hilly Surface. In this study the attempt is made to analyze the
multi-storey buildings on sloping ground with and without shear
walls. The performance of the building with configurations of shear
walls is studied. RCC building models having 16 storeys with straight
shear walls and without straight shear walls resting on sloping ground
(slope 1V:2.33H) are considered for the study. response spectrum
analysis of building is carried out using structural engineering
software Staad Pro and the seismic performance of building with
shear wall configurations is compared with respect to parameters like
base shear, lateral displacement, time period and member forces.
How to cite this paper: Nilesh Ghidode |
Prof. Afzal Khan "Analyses & Design of
a Tall Building for Hilly Area Zone V
Using STAAD-Pro" Published in
International Journal
of Trend in
Scientific Research
and Development
(ijtsrd), ISSN: 2456-
6470, Volume-6 |
Issue-3, April 2022,
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INTRODUCTION
India have extensive sizes of sloping locale, which are
ordered under seismic zone. In this area the
development of multistory RC encircled structures on
slope inclines has a well-known and squeezing
request, because of its monetary development and fast
urbanization. This development in development
movement is including increment in populace
thickness. Calculation of ground slope is fundamental
to manytraditional Geographical Information Systems
(GIS) applications. Slope is an important component
in scientific, military and civilian analyses. Various
methods exist for calculating slope. Manual slope
generation, based upon contour line information, is a
long established and generally acceptable.
OBJECTIVES
To finalize design parameter of a Tall RCC
building located of hilly location Zone V
METHODOLOG
Separate models are created on STAAD.pro to affects
the performance of building throughout earthquake.
So to enhance the seismic performance of building on
sloping ground the shear walls play important role.
IJTSRD49946

International Journal of Trend in Scientific Research and Development @ www.ijtsrd.com eISSN: 2456-6470
Fig. 4.3: Building frame on slopping ground
Fig. 4.4: Building frame on slopping ground

Fig. 4.5: Building frame on slopping ground with shear wall For Loading
LOAD COMBINATIONS
The following load combination has been used for the calculating the member forces and for comparing its
results as per IS 1893 (Part 1): 2002.
1.5 (DL + IL)
1.5 (DL ± EL)
0.9 (DL ± EL)
Fig. 4.1: Plan of the model of 16th
storey building on sloping ground

Load 1
X
Y
Z
Fig. 4.6: Loading on Building without shear wall on sloping ground
Displacement
Load 1 :
X
Y
Z
Fig. 4.7: Building with straight shape shear wall on sloping ground
RESULTS
Table 5.1: Base shear results for structure on sloping ground
Zone = 5
Models Base shear (KN)
Model 1 2936.32
Model 2 3896.38
Fig. 5.1: Variation of base shear for building on slopping ground

From the results obtained from this study it will be discovered that the incorporation of shear enclose RCC frame
will increase the base shear because of increase in lateral stiffness. The period of time of structure reduces and
there's considerable reduction in lateral displacement of structure additionally. Therefore it will be same that the
incorporation of shear wall will increase the base shear this impact is additionally seen in after we modification
the zone 5.
Fundamental time period
Fig. 5.2: Variation of time period for building on slopping ground
Both the models with and without shear walls have less time period as compared with model 1. Model 2 has
minimum time period for zone 5.
Member forces
Fig. 5.3: Axial force results for structure on sloping ground for zone 5
It is observed that maximum axial forces are seen in model-I is 1981.05KN it reduces model- II 1769.25KN for
zone 5. From both the models.

Fig. 5.4: Shear force results for structure on sloping ground for zone 5

Fig. 5.5: Bending moment results for structure on sloping ground for zone 5
Nodal deflection

Fig. 5.6: Nodal deflection results for structure on slopping ground for zone 5
It is observed that maximum Nodal deflection (mm) is seen in model-I is 7.890mm it reduces model- II 1.40mm
for zone5 From both the models.
CONCLUSION
Maximum shear forces are seen in model-I is
208.22KN it Increases in model- II 256.54KN for
zone 5.
Maximum Bending moment (KNm) is seen in
model-I is 2783.32 it reduces model- II 2562.11
for zone 5. From both the models.
Maximum Nodal deflection (mm) is seen in
model-I is 7.890mm it reduces model- II 1.40mm
for zone 5. From both the models in terms of
nodal deflection model 2 with shear wall shows
best result.
Hence in case of slope ground building with
straight shear wall perform best.
REFERENCES
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