- Open Access
- Authors : Kevin Kuruvila, Ann Mary Jose
- Paper ID : IJERTCONV9IS09016
- Volume & Issue : ICART – 2021 (Volume 09 – Issue 09)
- Published (First Online): 24-06-2021
- ISSN (Online) : 2278-0181
- Publisher Name : IJERT
- License: This work is licensed under a Creative Commons Attribution 4.0 International License
Effect of Staircase on the Seismic Performance of Buildings
Kevin Kuruvila1, Ann Mary Jose2 1PG student, 2 Assistant Professor, Department of Civil Engineering,
Mangalam College of Engineering, Kottayam
Abstract – In this paper, the effect of different staircase location during earthquake have been studied in design of building, the staircase is generally not a primary part & considered secondary Structural member in the RC frame building. So, its negligence in Analysis & design causes vulnerable damage in the structure. Here the staircase model in different location is compared to check how it affects the seismic performance of the building.
Key words: Stair case, Story Drift, Base Shear, Earthquake, Location
each mode.Later,theseresponsesarecombinedtodeterminethetotal responseofthestructurebymodalcombinationmethods.Thism ethodisperformedforthestructureswhosemodes,exceptthefun damentalone,influencetheresponseofastructure.Responsesp ectrumistheestimationofmaximumresponses.
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Geometrical Properties
Table 1: Geometrical Parameters
Height of Building
24m
Column Size
400mmX500mm
Beam Size
300mmX400mm
Slab Thickness
150mm
Staircase Slab Thickness
200mm
Story Length in X & Y Direction
24m
Each Story Height
3m
No of bays in X&Y direction
5nos each
Height of Building
24m
Column Size
400mmX500mm
Beam Size
300mmX400mm
Slab Thickness
150mm
Staircase Slab Thickness
200mm
Story Length in X & Y Direction
24m
Each Story Height
3m
No of bays in X&Y direction
5nos each
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INTRODUCTION
Earthquake is an impulsive event and acts quite differently. The force generated by seismic action of earthquake is different than other types of loads, such as, gravity, Dead load, Live load and wind load. It strikes the weakest spotin the whole Structural frame building. Ignorance in structural design and poor quality & maintenance of construction result many weaknesses & faults in the structure member and Structural Building also, thus cause vulnerable damage to life and Structural property of building.
In RC frame structural buildings, the primary structural system to resist Lateral & Gravity load are beams and columns. Besides, primary frame structural system, some structural member also contributes to lateral load resistance. These elements fall in the category of secondary systems. Secondary system can be structural secondary like staircase, structural partition etc and non-structural secondary like storage tanks, machinery etc. A special case of structural secondary members which are normally designed for non- seismic force; are concrete staircase.
In the present study, the effects of staircase on the seismic performance of the RC frame structural buildings of different plans have been studied in this paper with
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-
Load Parameters
Fig.1 Plan of the building.
different structural seismic parameter e.g. Story displacement, Story drift & storey Shear.
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METHODOLOGY
In this paper, linear dynamic analysis (response spectrum analysis) is performed using ETABS software. This analysis considers dynamic forces which are applied to thestructuresaspercode- baseddesignspectrum.Ithelpstodeterminetheeffectofthehigh ermodesofvibrationanddistributionofforces.Inresponsespect rumanalysis,multiple mode shapes are taken in to consideration. Depending upon the modal mass and modal frequency, a response is read from the design spectrum for
The seismic parameters considered in dynamic analysis of all the models are assumed as per IS 1893 (Part 1): 2002. The buildings are assumed to be in Zone IV&V with the peak ground acceleration value of 0.36g. The importance factor, I is taken as 1.5 (for important building). Also, the response reduction factor R taken as 5 for SMRF system of the buildings. The soil strata beneath the foundation is assumed as medium soil. The gravity and imposed loads are taken as per IS 875 (Part 1 and 2): 1987, self-weight of the structure is calculated and imposed load is assumed to be 3 kN/m2 for a typical residential building.
Since, the lateral load due to earth pressure on foundation columns does not take part in the seismic weight of the structure, thus its effect is neglected in the analysis to observe only the effect of lateral forces due to seismic loads. However, for design purposes, the effect of lateral earth pressure should be considered. All the models are analysed, designed and checked for any failure of members and hence the size of the columns are varied accordingly as the height of the structure increases.
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RESULTS AND DISCUSSION
In this paper, models with staircase locations at center & corner positions of the buildingat two severe seismic zones IV &V is considered for seismic performance of building. To check seismic performance of building with different staircase location Story displacement, Story drift & Story shear.
ZONE-IV
Case1: Stair at centre
Fig.2 Maximum Storey Displacement
Fig.3 Maximum Storey Drift
Fig.4 Maximum Storey Shear
ZONE-V
Case2: Stair at corner
Fig.5 Maximum Storey Displacement
Fig.6 Maximum Storey Drift
Fig.7 Maximum Storey Shear
A. Comparative Study
Table 2: Comparative Study
Models
Max storey displace- ment
Max storey drift
Storey shear
RSX
RSY
RSX
RSY
RSX
RSY
Zone 4
At center
15.0
44
13.48
9
0.00
0994
0.0009
09
1002.3
03
933.97
8
At corner
15.1
32
19.65
8
0.00
1007
0.0013
33
937.36
7
864.21
9
Zone 5
At center
22.5
80
20.23
4
0.00
1492
0.0013
63
1502.9
91
1401.0
25
At corner
22.6
99
29.48
8
0.00
151
0.0019
99
1406.0
51
1296.3
28
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CONCLUSION
It is clear from the comparative study that the center position of the staircase yields better seismic performance compared to that of the other;
* The maximum storey displacement that, the dog-legged stair models yield less displacement at the center position rather than the corner ones in both the seismic zones in the study.
*Similarly while considering the case of maximum storey drift, greater values are evolved for corner positions of stair in both the zones which implies that the structure could be stiffer by assigning the staircases at centre positions rather than corner.
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