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A Review on Investigation of Effect of Floating Column and Infill Wall on the Seismic Performance of RC Structure
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 05 | May 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 3544 A Review on Investigation of Effect of Floating Column and Infill Wall on the Seismic Performance of RC Structure Aditya S. Yadav1, Dr. Atul B. Pujari2 1Post graduate student Department of Civil Engineering, KJ College of Engineering & Management Research, Pune 411048, India 2Associate Professor Department of civil engineering, KJ College of Engineering & Management Research, Pune 411048, India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract -In the present scenario of the construction there is huge range developments. Floating columns are columns which is rest directly on beam with holding continuity. Discontinuity of the framed element column and presence of infill masonry wall change the performance of building. Infill wall presence in the structure which is plays important role in building. Infill masonry wall have more beneficial effect on seismic behaviour of structure. Buildings that having some columns or walls in a particular storey or with some tall storey tends to collapse which is initiated in that storey. Floating columns are common to accommodate parking floors at ground floor or open halls at different floors in structure. The analysis of work is completed mostly for G+ various floors. ETABS2020software isusefor the analysis and design work. The work in terms of shear at base, Displacement, story drift is basically carried out in design and analysis work. The work is carried out for checking of the safe building design. Response spectrummethod is goingtobeused to check the seismic performance of building. This paper is meant to review the concept of the structure is with and without floating column and with and without infill walls Key Words: with and without Floating Column, Infill Wall, ETABS, Response spectrum 1.INTRODUCTION The construction is going to be huge development. Construction work is developed vertically with requirement of more space and for good view. More space is good along with strength if important in structure. In case the floating situation various load come from above structure is act as vertical point load on beam then column is floating column and to increase the stability of frame of structure walls are used and wall which is mostly use to separate the rooms from one other is infill wall. In case of floating column with infill gives good strength having less quantity of steel requirement. But in case of floating without infill steel in beam increases but in case of infill with floating required more steel. The behaviour of building or any structure is depending on its Shap, size and geometry. Buildings which are not present with some framed element columnor wall have some columns or wallsin a any storey or with unusually tall storey tends to damage or collapse in that relative story. 1.1 Infill Wall Infill masonry wall is nothing but closed barrier element of open space between framed structures which is use for to close the perimeter of building. It’s separate the rooms from each other such as one other and also to provide more lateral stability and strength. 1.2 Floating Column The structural elementcolumnisverticalmemberto transfer vertical load from above structure. Floating column is vertical structural member but it break the continuity of load transfer way that’s why reduce the performance of building. This column transfer load directly on the beam as vertical point load which going to be increase beam depth and steel quantity in structure. Fig.1: Floating Column
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 05 | May 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 3545 1.3 OBJECTIVES AND SCOPE 1. To analysis and design model for floating column. 2. To analysis and design model for infill wall. 3. To study floating column structure with infill wall performance. 4. To find result on the basis of base shear, drift, displacements. 2. LITRATURE REVIEW Trupanshu Patel, Jasmin Gadhiya, Aditya Bhatt [1] In the present work author is to study the behaviourof G+3 buildings having floating columns. In the recent studies based on structural element floating columns building, which have most on contracted on the higher zones and very some amount of works is available for lower seismic zones Also to be obtain the various effects of mass variations and infill walls on behaviour of normal and floating column building, some portion of typical floor has been provided with higher mass compare to the various other portions and different building models analysed with and without provisions of infill walls. Analytical study is done on SAP 2000 Hakan Dilmac, Hakan Ultras, HamideTekeli1band Fuat Demir [2] This paper investigates the effects of infill walls on seismic performance of the existing structure of residential building by considering requirements of the Turkish Earthquake Code (TEC). Seismic performance levels of residential RC buildings with and without masonry walls in high-hazard zones were find according to the nonlinear procedure given in the code. Pushover curves were obtained by considering the effectofmasonryinfillwallsonseismic performance of RC buildings. The analysis results are going shows that the infill masonry walls beneficially effected to the rigidity, roof displacements andseismic performance of the building. Sharma R. K, Dr. Shelke N. L. [3] In theprojectstudies the analysis of G+5, G+7, G+12 storey building with floating column and without floatingiscarriedout.The analysis is done by using Staad Pro software by using Response spectrum analysis. The work deals with the results the in displacement of structure, base shear, Seismic weight calculation of building from manual calculation and Staad pro V8i. For building with floating column and buildings are without floating column structure, finding the various difference between the response parameters of earthquake and describe what happens when variation may be high or low. DevRaj Paudel,SantoshKumarAdhikari[4]models of(G+5)and(G+9)reinforcedconcreteframedbuilding assumed to be located in Seismic zone have been considered. Masonry infill walls the stiffness is included in the models byconvertthemintoequivalent diagonal strut for to FEMA-356. Linear Dynamic analysis has been performed asperIS:1893:2002.Non –Linear static Pushover analysis is to be used to study the work effect of infills on dynamic characteristics, yield patterns and seismic performance of the structure. Mohasin khan N. Bargir and Ajim G. Mujawar [5] The paper deals with validation of the software has been done in relation to the literature and further matters have been decided and studied based on the validation result. Finite element-based software like Staad-Pro has been used, Equivalentstatic method and responsespectrummethodhavebeenusedforanalysis. The results have been obtained in various types’ terms of base shear, displacement, storey drift. Based on results it was concluded that triangularplateinfloating column building reduces displacement and base shear of building. M. S. Razzaghi • M. Javidnia [6] This study aims to shows that neglect the various effects of infill walls duringthe nonlinear dynamicanalysisoftheRCframes mayleadtothedramatic misunderstandingtheseismic performance of the structure. To this end seismic response of 18 models of the same structure and differentarrangementsoftheinfillwallstofourdifferent ground motions. Umesh P. Patil, Shivanand S Hallur [7] In the paper the study of the G+5 storey RCC structure is going to be considered for earthquake analysis. For comparison of three modelsare used, one with conventional building, after that with shear walls andthirdwithmasonryinfill walls. All the methods Equivalent static method, response spectrumandtimehistorymethodwereused for analysis ETABS- 2013 Software used and structure was assumed to be situated in earthquake Zone III on a medium soil (type II). The parameters evaluated were shear, Storey drift and Displacement. JEBIN JAMES [8] The study work in present case The effect of masonry infill panel on the response of RC
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 05 | May 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 3546 frames subjected to seismicactioniswidelyrecognized andhas been subject of numerous experimentalsearch work, t h e several times to model it analytically have been reported. In analytically analysis infill walls are modeled as equivalent strut approach there have various types of formula derived by research scholars and scientist for width of strut and modeling. Infill behaves like compression strut between column and beam andcompressionforces aretransferredfromone node to another. Priya Prasannan [9] In the present study, theeffectof varying the location of floatingcolumns floor wise and within the floor of high storiedRCCbuildingonvarious structural response quantities of the building using response spectrum analysis is studied in the software ETABS 2015. The main aim here is to study the seismic response of building with floating columns and to find out the most suitable configuration for providing floating columns. Various parameters such as total base shear force, storey displacement, storey drift, story acceleration of a buildings are studied with respect to different configurations of floating columns. 3. CONCLUSIONS Structure is going to be act asloadcarryingmechanism like wind and earthquake. Structure with floating column is gives huge amountdisplacementascompare to the structure without floating column structure. Floating column structure also give huge drift as comparetoconventionalstructure.Structurewithinfill masonry wall having less displacement as well as less drift than without infill wall structure because it provide more stability as act as resistant for lateral load. In both condition of floating and infill building which act as good than only floating but without infill masonry structure. While designing the structure with floating column requires more quantity of steel as compare to normal structure. Floating column building gives having more base shear than infill wall structure. Finally conclude that building without floating column and with infill wall shows less displacement and drift making if more suitable force seismic zones IV &V. REFERENCES [1] Trupanshu Patel, Jasmin Gadhiya,AdityaBhatt “Effect of floating column on RCC building with and withoutinfillwallsubjectedseismicforce”International Journal of Engineering Trends and Technology(IJETT) – Volume 47 Number 4 May 2017 [2] Hakan Dilmac, Hakan Ulutas, Hamide Tekeli and Fuat Demir, “The investigation of seismic performance of existing RC buildings with andwithout infillwalls”InternationalJournalofAdvancedResearch in Science, Engineering and Technology, Vol. 22, No. 5 (2018) 000-000 [3] Devraj paudel, Santosh Kumar Adhikari“Effect of masonry infills on seismic performance of RC frame buildings” International Journal of Advanced Research in Science, Engineering and Technology, ISSN 2319-8753. [4] Mohasin khan N. Bargir and Ajim G. Mujawar,” Earthquake Analysis of High-Rise Building with Floating Column” International research journal of engineering and technology ,vol.7 [5] M. S. Razzaghi • M. Javidnia, “Evaluation of the effect of infill walls on seismic performanceof RC dual frames” International Journal of Advanced Research in Science, Engineering and Technology Int J Adv Struct Eng (2015) 7:49–54 [6] Jebin james “Seismic Analysis of Frame with masonary infill walls using ETABS” International Journal of AdvancedResearchinScience,Engineering and Technology Volume: 03 Issue: 10 | OCT-2016 e- ISSN: 2395 -0056 p-ISSN: 2395-007 [7] Umesh P. Patil1, Shivanand S Hallur “Seismic Analysis of G+5 Framed Structures with and Without Floating Columns Using ETABS-2013 Software” International Journal of Advanced Research in Science, Engineering and Technology, Volume: 02 Issue: 04 | July-2015 e-ISSN: 2395 -0056 p-ISSN: 2395-0072 [8] Jebin james “Seismic Analysis of Frame with masonary infill walls using ETABS” International Journal of AdvancedResearchinScience,Engineering and TechnologyVolume: 03 Issue: 10 | OCT-2016 e- ISSN: 2395 -0056 p-ISSN: 2395-007
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 05 | May 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 3547 BIOGRAPHIES Aditya Subhash Yadav Post graduate student Department of Civil Engineering, KJ College of Engineering & Management Research, Pune 411048 Dr. Atul B. Pujari Associate Professor Department of Civil Engineering, KJ College of Engineering & Management Research, Pune 411048
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