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IRJET-Seismic Analysis of the Multistory Building Frames with different Geometry of Columns & Beams
1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 04 | Apr42018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 924 Seismic Analysis of the Multistory Building Frames With Different Geometry of Columns & Beams Aashish Kumar Lakhera1, Prof. Vijay Kumar Shrivastava2, Prof. Yogesh Kumar Bajpai3 1M-Tech Student (Structural Engineering) Gyan Ganga Inst. of Tech. & Science, Jabalpur M.P. India 2Associate Professor, Civil Eng. Dept. Gyan Ganga Inst. of Tech. & Science, Jabalpur M.P. India 3 H.O.D., Civil Eng. Dept. Gyan Ganga Inst. of Tech. & Science, Jabalpur M.P. India ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract â In this research work the seismic analysis of the multistory building frame structure with three different plan having a different geometry of 230mm x 230mm, 300mm x 300mm and 380mm x 380mm with constant geometry of columns and beams in each case. The building plan is symmetrical 24.38x24.38m of G+10 storey which is situated in seismic zone III, medium soil, response reduction factor 1.5 and damping ration 0.05 etc parameters are used. The analysis of the structure as per IS 1893 Part-I:2002, linear static methods by using Staad Pro V8i software. The structure analyzed in the term of support reaction, reaction moment, and axial force and found that the maximum support reaction and axial force at plan category Plan âAâ and minimum at âCâ while the maximum reaction momentatPlanâCâandminimum at plan âAâ. Key Words: Seismic Zone, Soil, Multi-storey building, Staad Pro etc. 1. INTRODUCTION In all over the world the earthquakes have becomes a frequent event and very difficult to predict the intensity, location and occurrence of time of the earthquakes.in the design of the structures adequately for usual loads like dead load, wind loads etc. and the design approach adopted as Indian standard IS 1893 part-I:2002 âcriteria for the Earthquake Resistant Design of theStructuresâandisensure that the structures possess at least a minimum strength to withstand minor occurring frequently the earthquake without any damage, resist the earthquakes without any significance structural damage through the some non- structural damage may occurs and the structure withstand the major earthquake without collapse. Seismic loading requires an understanding of the structural behavior under large inelastic deformations.Behaviorunder this loading is fundamentally different from wind or gravity loading, requiring much more detailed analysis to assure acceptable seismic performance beyond the Elastic range. Some structural damagecanbeexpected when the building experiences design ground motions because almost all building codes allow inelastic energy dissipation in structural system. 1.1 LITERATURE SURVEY 1.D.R. Deshmukh, A.K. Yadav etc -He analyzed and design G+19 storied RC Building frame by using the Staad pro software, to analyzed and design of multi storey building frame which located in Pune city in seismic zone III and as per IS code, the value of seismic zone coefficient was taken as 0.06. 2.Narla Mohan etc all (2017)-He studiedthecomparativeof Seismic and Wind analysis of the G+20, RC multistory commercial building frame with all seismic zone and different basic wind speed by using Etabs programming software. 1.2 OBJECTIVE THE WORK In this work the seismic analysis of the symmetrical building framestructureof 24.38mX24.38malongtoXandZ direction of G+10 storey, which is located to seismic zone III with medium soil conditions. There are main objective of this works: 1 How to seismic evaluation of a building should be carried out. 2 To study the behavior of the structure under the action of Seismic Loads. 2. METHODOLOGY In this work the Linear static Analysis method are adopted by using Staad Pro V8i software with different parameters like medium soil, damping ratio 0.05, R.F. 5, Importance factor 1.5 for important structures. Following method are adopt: a. Building Plan of the structurewithgeometryand3D frame. Fig.2.1 Building Plan
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June -2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 925 b. Selection of the seismic zone III as per IS 1893 Part- I:2002 c. Load Combinations: d. The building frame structure designing in 3D frame using Staad Pro v8i programming software. e. Analysis of the Building Frame structure on seismic zone III, with different geometry of columns. Fig shows Seismic load. f. Comparative analysis of the structure in the termof maximum support reaction, maximum reaction moment, maximum axial force. Flow Chart Digram 2.2 MATERIAL AND GEOMERICAL PROPERTIES We have been considered the following materials and geometrical properties. Density of R.C.C.: 25 KN/m3 Density of Masonry: 20 KN/m3. Type of Plan Category with Geometry details Details of the Dead Loads
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June -2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 926 3. ANALYSIS AND RESULTS 3.1 SUPPORT REACTION Fig. 3.1 Support Reaction 3.2 SUPPORT REACTION MOMENT IN X DIRECTION Fig. 3.2 Support Reaction Moment in X Direction 3.3 SUPPORT REACTION MOMENT IN Z DIRECTION Fig. 3.3 Support Reaction Moment in Z Direction 3.4 MAXIMUM AXIAL FORCE Fig. 3.4 Maximum Axial force
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 05 Issue: 06 | June -2018 www.irjet.net p-ISSN: 2395-0072 © 2018, IRJET | Impact Factor value: 6.171 | ISO 9001:2008 Certified Journal | Page 927 3. CONCLUSIONS ï The maximum support reaction is carried out at plan category Plan âAâ and Minimum at Plan âCâ that means support reaction decreased with increasing the geometry of the member. ï The reaction moment if foundthattheplancategory Plan C and minimum at plan âAâ that means that if the geometry increased then reaction moment is also increased. ï The maximum axial force is observed at plan category Plan âAâ and minimum at plan âCâ that means the axial force is decreased with increased the geometry of the column and beams. REFERENCES [1 D.R. Deshmukh, A.K. Yadav, S. N Supekar,A.B.Thakur,H.P Sonawane, I. M. Jain âAnalysis and Design of G+19 Storied Building Using Staad-Proâ D.R. Deshmukh .et al. Int. Journal of Engineering Research and Application, ISSN : 2248-9622, Vol. 6, Issue 7, ( Part -1) July 2016, pp.17-19 [2] Narla Mohan, A.Mounika Vardhan- Analysis of G+20 RC Building in Different Seismic Zones using ETABS- INTERNATIONAL JOURNAL OF PROFESSIONAL ENGINEERING STUDIES, Volume VIII /Issue 3 / MAR 2017 [3] Piyush Mandloi, Prof. Rajesh Chaturvedi- Seismic Analysis of Vertical Irregular Building with Time History Analysis, IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-ISSN:2278-1684,p-ISSN:2320-334X,Volume 14, Issue 4 Ver. III (Jul. â Aug. 2017), PP 11-18 [4] Mohd Atif, Prof. Laxmikant Vairagade, Vikrant Nair- COMPARATIVE STUDY ON SEISMIC ANALYSIS OF MULTISTOREY BUILDING STIFFENED WITH BRACINGAND SHEAR WALL, International ResearchJournal ofEngineering and Technology (IRJET) e-ISSN: 2395-0056, p-ISSN: 2395-0072, Volume: 02 Issue: 05 | Aug-2015 [5] Ashiru Muhammad, Chhavi Gupta, Ibrahim B. Mahmoud- Comparative analysis of Seismic Behaviour of Multi-storey Composite Steel and Conventional Reinforced Concrete Framed Structures, International Journal of Scientific & Engineering Research, Volume 6, Issue 10, October-2015, ISSN 2229-5518
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