ANALYSIS OF MULTISTORIED BUILDING WITH AND WITHOUT FLOATING COLUMN USING ETABS
|
|
- Corey Oscar Casey
- 6 years ago
- Views:
Transcription
1 International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 6, June 2017, pp , Article ID: IJCIET_08_06_011 Available online at ISSN Print: and ISSN Online: IAEME Publication Scopus Indexed ANALYSIS OF MULTISTORIED BUILDING WITH AND WITHOUT FLOATING COLUMN USING ETABS Sasidhar T M.Tech Student, Structural Engineering, VIT University, Vellore, TamilNadu, India P. Sai Avinash M.Tech Student, Structural Engineering, VIT University, Vellore, TamilNadu, India N. Janardan M.Tech Student, Structural Engineering, VIT University, Vellore, TamilNadu, India ABSTRACT In the modern era of construction multi-storied building with floating column plays a major role in Urban India. These floating columns are used mainly for satisfying the space requirement in the structure and to get good architectural view of the building. In the present study, the analysis and design of multistoried building with and without floating columns was done using static analysis. A residential multistoried building consisting of G+5 has been chosen for carrying out project work. The work was carried out considering different cases of removal of columns in different positions and in different floors of the building. The equivalent static analysis is done on the mathematical 3-D model of building and results have been compared. All the work was carried out by using the software ETabs Version Key words: Floating Column, ETABS, Equivalent static analysis, Magnification factor. Cite this Article: Sasidhar T, P. Sai Avinash and N. Janardan. Analysis of Multistoried Building with and Without Floating Column Using ETabs. International Journal of Civil Engineering and Technology, 8(6), 2017, pp INTRODUCTION In the present day construction of buildings in urban India the main problem arises in the accommodation of parking areas, reception lobbies etc. To overcome this problem floating columns came into existence and now it has become an unavoidable feature in most of the multistoried buildings. The floating column shows undesirable results during earthquake 91 editor@iaeme.com
2 Sasidhar T, P. Sai Avinash and N. Janardan excitation and the base shear induced is dependent on the natural period and shape of the building. As the height of the building is increased, the earthquake load acting at different floors of the building varies and these should be carried down in the shortest distance. If the load travelling has any discontinuity in its path, it will cause the reduction in the performance of the building. Due to discontinuity in the load transfer path, many buildings in Gujarat have been collapsed in Bhuj 2001 and the buildings with the vertical setbacks caused a sudden jump. The floating column are safe for the vertical loading but the lateral loads acting on the building causes overturning of the building and load travel path is also disturbed which results in the damage of the columns by buckling. This is because the strength of the lower floor is less due to removal of the columns. This project mainly focuses on the comparison of the building with and without floating columns Floating Column A column is supposed to be a vertical member which starts from the foundation level and transfers the load safely to the ground from the building. Floating column is a vertical member in which the lower end rests on the beam and load is transferred to the nearby column through the beam as shown in fig 1. Figure 1 Load transfer system 2. LITERATURE ON ANALYSIS OF MULTISTORIED BUILDING WITH FLOATING COLUMN USING ETABS Floating columns are used in many multistoried building to provide good architectural flexibility and more floor space index. Many researches has been carried out on these floating columns for comparison with normal building some of them are T.Raja sekhar et al (2014) computed the behavior of multistoried building with and without floating columns and its seismic behavior for different intensities using Finite Element Analysis. Srikanth.M.K et al (2014) specified about Seismic response of multistoried building with floating columns at different zones. A.P Mudada et al (2014) showed comparative seismic analysis of multistoried building with and without floating columns. Prema Nautiyal(2013) discussed about seismic response of RC framed building with floating column for different soil conditions. Sukumar Behra (2012) worked on the seismic behavior of multi storied building with floating column editor@iaeme.com
3 Analysis of Multistoried Building with and Without Floating Column Using ETabs 3. OBJECTIVE OF PROJECT To check the behavior of multistory building with and without Floating column. To provide more open space in ground floor for parking and reception lobbies. Proper design and detailing of transfer girder for different load combinations. 4. METHODOLOGY 4.1. Modeling of the Building In this project, building selected is G+5 multistoried building in the zone II region. Static analysis was carried out. The building was analyzed in the normal condition with all the columns are present. The building is divided into 6 cases depending on the position of removal of columns in the different regions. The results that are obtained in all the cases are compared with the normal building Normal Building without floating Columns Figure 2 Normal building in 3-D view Fig 2 shows the 3D view of normal building obtained in the ETabs software and Table 1 shows different specifications of the normal building. Table 1 Specifications of normal building Parameters Normal building Soil Type Medium Soil Seismic Zone II Height of the Building 19.2m Floor Height 3.2m Thickness of slab 150mm Beam Dimensions Column dimensions Grade of Concrete 230mmX300mm 350mmX450mm M editor@iaeme.com
4 Sasidhar T, P. Sai Avinash and N. Janardan 4.3. Different cases considered based on positioning and removal of columns in the building Normal Building: Case 3: Removing only 4 columns alternatively in the 2 nd floor Case 1: Removing the 8 columns in the 2 nd floor Case 4: Removing only 4 columns alternatively in the 4 th floor Case 2:Removing the 8 columns in the 4 th floor Case 5: Removing only 6 columns alternatively in the Ground floor Figure 3 Plan of different cases of column positioning 94 editor@iaeme.com
5 Analysis of Multistoried Building with and Without Floating Column Using ETabs 4.4. Loads and Load Combinations for Analysis Dead Load: As per code IS 875 Part I the calculated dead load is 17 kn/m Live Load: As per code provisions IS 875 Part II for the Residential building Live Load acting on it is taken as 3 kn/m Earth Quake Load: Static method of analysis is done by using IS1893 The base shear acting on different storey height from top is i) 113kN ii) 79kN iii) 50kN iv) 28.2kN v) 12.5kN vi) 1.75kN Table 2 Load combinations considered in the analysis Combination 1 Combination 2 Combination 3 1.5D.L+1.5L.L 1.5D.L+1.5E.L 1.2D.L+1.2E.L +1.2L.L 5. RESULTS AND DISCUSSION The Present study is to compare the results of the building with and without floating columns and finding out the optimum position of the floating column for the desired results among all the cases considered. The parameters used for comparison are displacements, bending moment, shear force and area of reinforce-ment Max Moment Occurred in all the Cases From the Fig 4 as shown below it was observed that maximum moment for normal building is kn-m in storey 2, maximum moment occurred among all the cases is kN-m in case I occurred in 2 nd storey..among all the cases considered,maximum moment obtained in different cases are shown in the Table Moment in kn-m No of Stories Normal Building case1 case 2 case 3 case 4 case 5 Figure 4 No. of floors Vs Max moment graph 5.2. Max Shear Occurred in all the Cases From the Fig.5, it was observed that maximum shear for normal building is kn in storey 2,and maximum shear occurred among all the cases is 365.6kN in case I occurred in 2 nd storey.among all the cases considered,maximum shear obtained in different cases are shown in the Table editor@iaeme.com
6 Sasidhar T, P. Sai Avinash and N. Janardan Shear in kn Normal Building case1 case 2 case 3 case 4 case 5 No of Stories Figure 5 No. Of Floor Vs Max shear graph 5.3. Joint Displacement for different Floors From the Fig.6 as shown below it was observed that maximum displacement for normal building is 35mm in storey 6,and maximum displacement occurred among all the cases is 37.5mm in case 1.Among all the cases considered,maximum storey displacement obtained in different cases are shown in the Table 2. Storey Displacement, mm Normal Building case1 case 2 case 3 case 4 case 5 No of Stories Figure 6 No. Of Floor Vs Storey displacement graph 5.4. Maximum Values of Moment, Shear and Storey Displacement From Table 2 it was observed that all the maximum values of moment, shear and storey displacement was occurred in case 1 because of removal of columns in 2 nd floor editor@iaeme.com
7 Analysis of Multistoried Building with and Without Floating Column Using ETabs Table 3 Values of Maximum Moment, shear and Storey displacement Storey Normal Building Case I Case II Case III Case IV Case V Max Moment (kn-m) (Storey2) (Storey2) (Storey5) (Storey3) (Storey5) (Storey1) Max Shear (kn) (Storey2) (Storey3) (Storey5) (Storey3) (Storey5) (Storey2) Storey Displacement Area of Reinforcement Required From Table 3 area of steel reinforcement required for whole building in normal case is mm 2 and maximum reinforcement is required in the building among all the cases is mm 2 in case IV and minimum is mm 2 in case V. Table 4 Area of reinforcement required Type of Building Total Ast Required for whole Building in square mm Normal Building Case I Case II Case III Case IV Case V COMPARISON OF ANALYSIS RESULTS From the above results all the readings are all cases are compared to the Normal Building and the observations are as follows: 1. The moment in the case 1 has increased maximum value in the 2 nd floor when compared to the Normal Building and all other cases. 2. The Shear force has also increased to a maximum extent in the same storey and the case 1 itself when compared to the all other cases and Normal Building. 3. The Shear Requirement is higher in case 1 when compared to all other cases and it becomes uneconomical. 4. In the design of Transfer Girder has given the 1.2mX0.85m dimension and Steel bars of 25 no s of 25 mm diameter at bottom and 22 no s of 25 mm diameter at top when compared to the Normal building in the same point it is safe for 0.23mX0.3m and reinforcement of 6 bars of 16mm dia at bottom and 2 bars of 16mm diameter at top editor@iaeme.com
8 Sasidhar T, P. Sai Avinash and N. Janardan 7. CONCLUSIONS Based on the test results, the following conclusions were made: Use of floating columns results in the increase in the bending moment, shear and Steel requirement. These floating columns are not suitable in the seismic zones in which load travel path will be disturbed due to earth quake and building may be damaged. The optimum position to provide floating column is the at 2 nd floor alternatively so that moment, shear and steel requirement of the whole building can be minimized. Hence provision of floating column is advantageous in providing good floor space index but risky and vulnerability of the building increases. REFERENCES [1] Hardik Bhensdadia and Siddharth Shah Pushover Analysis of RC Frame structure with Floating column and soft story in different earthquake zones, International Journal of Research in Engineering and Technology, vol 2,Issue 4,ISSN [2] Prerna Nautiyal, Saleem Akhtar and Geeta Batham Seismic Response Evaluation of RC frame building with Floating Column considering different Soil Condition", International Journal of Current Engineering and Technology, vol 4,2014,ISSN [3] A.P.Mundada and S.G.Sawdatkar Comparative Seismic Analysis of Multistory Building with and without Floating Column, International Journal of Current Engineering and Technology,vol 4,No 5,2014. [4] Srikanth.M and Yogeendra.R Seismic Response of complex buildings with Floating column for zone ii and zone v, International journal of Engineering and Research Online, vol 2, issue 4, [5] M. Rajesh Reddy, Dr. N. Srujana and N. Lingeshwaran, Effect of Base Isolation in Multistoried Reinforced Concrete Building. International Journal of Civil Engineering and Technology, 8(3), 2017, pp [6] Dr. S. B. Shinde and N.B. Raut, Effect of Change in Thicknesses and Height in Shear Wall on Deflection of Multistoried Buildings. International Journal of Civil Engineering and Technology, 7(6), 2016, pp editor@iaeme.com
Seismic Response of Multi-Storey Building with Vermicular Irregularity as Floating Columns
IJIRST International Journal for Innovative Research in Science & Technology Volume 2 Issue 11 April 2016 ISSN (online): 2349-6010 Seismic Response of Multi-Storey Building with Vermicular Irregularity
More informationDESIGN OF G+5 RESIDENTIAL BUILDING BY USING E-TABS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 2098 2103 Article ID: IJCIET_08_04_239 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtyp
More informationSEISMIC BEHAVIOR OF MULTI-STORY STRUCTURE WITH DIFFERENT TYPES OF SLABS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 507 517 Article ID: IJCIET_08_04_057 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4
More informationSEISMIC RESPONSE OF MULTI-STOREY STRUCTURES WITH FLOATING COLUMNS
SEISMIC RESPONSE OF MULTI-STOREY STRUCTURES WITH FLOATING COLUMNS JAMDAR AMEERHUSSAIN SUHELAHMED P.G. Student of Structural Engineering, Department of Civil Engineering, N.K. Orchid College of Engg & Technology,
More informationDesign and Analysis of a High-Rise Building with and without Floating Columns K.V. Sudheer 1 Dr. E. Arunakanthi 2
IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 10, 2015 ISSN (online): 2321-0613 Design and Analysis of a High-Rise Building with and without Floating Columns K.V. Sudheer
More informationSTUDY OF BEHAVIOUR OF FLOATING COLUMN FOR SEISMIC ANALYSIS OF MULTISTOREY BUILDING
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 6, November-December 2016, pp. 676 685, Article ID: IJCIET_07_06_075 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=6
More informationSeismic Performance of Multistorey Building with Soft Storey at Different Level with RC Shear Wall
Research Article International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347-5161 2014 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Seismic
More informationComparison of Seismic Analysis of a Floating Column Building and a Normal Building
International Journal of Materials Science ISSN 0973-4589 Volume 12, Number 3 (2017), pp. 421-431 Research India Publications http://www.ripublication.com Comparison of Seismic Analysis of a Floating Column
More informationIJSRD - International Journal for Scientific Research & Development Vol. 5, Issue 06, 2017 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol. 5, Issue 06, 2017 ISSN (online): 2321-0613 Comprehensive Study on Sequence of Construction and its Effect on RC Buildings with Floating
More informationDESIGN AND ANALYSIS OF A MULTI STOREY BUILDING USING FLOATING COLUMNS. M.MANI KANTA *1, E. GOUTHAMI 2 1 PG Student, 2 Assistant Professor
RESEARCH ARTICLE ISSN: 2321-7758 DESIGN AND ANALYSIS OF A MULTI STOREY BUILDING USING FLOATING COLUMNS M.MANI KANTA *1, E. GOUTHAMI 2 1 PG Student, 2 Assistant Professor Department of Civil Engineering,
More informationSEISMIC BEHAVIOR OF DIFFERENT BRACING HIGH RISE RCC BUILDINGS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 3, March 2017, pp. 973 981 Article ID: IJCIET_08_03_098 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtyp
More informationA Study On Seismic Analysis of Multistorey Building With Floating Column Using Staad.ProV8i
International Research Journal of Engineering and Technology (IRJET) e-issn: 2396 Volume: Issue: May-21 www.irjet.net p-issn: 239-72 A Study On Seismic Analysis of Multistorey Building With Floating Column
More informationSeismic Analysis of a Multi-Storeyed Building with Irregular Plan Configuration Using ETABS N. Mohan Reddy 1 Dr. E. Arunakanthi 2
IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 09, 2015 ISSN (online): 2321-0613 Seismic Analysis of a Multi-Storeyed Building with Irregular Plan Configuration Using
More informationEFFECT OF CHANGE IN THICKNESSES AND HEIGHT IN SHEAR WALL ON DEFLECTION OF MULTISTORIED BUILDINGS
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 6, November-December 2016, pp. 587 591, Article ID: IJCIET_07_06_065 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=6
More informationPerformance of Multi-story RCC structure with Floating Column
Performance of Multi-story RCC structure with Floating Column Akshay Gujar 1, H.S. Jadhav 2 1M. Tech. student, Dept. of Civil-structural Engineering, RIT, Maharashtra, India 2Professor, Dept. of Civil-structural
More informationIJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 05, 2016 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 05, 2016 ISSN (online): 2321-0613 Seismic Analysis of Multistorey Building with Floating Columns Ashish. G. Pakmode 1 Prof.
More informationComparative Study of Seismic Analysis between Conventional RC Frame and Flat Slab with Drop Muniraju K.S 1 Subramanya K.G. 2
IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 09, 2015 ISSN (online): 2321-0613 Comparative Study of Seismic Analysis between Conventional RC Frame and Flat Slab with
More informationSeismic Analysis of Multistory Building with Floating Column
IOSR Journal of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 PP 42-48 www.iosrjen.org Seismic Analysis of Multistory Building with Floating Column N.Elakkiyarajan 1, G.Iyappan 2 And A
More informationSTUDY ON EFFECT OF OPEN GROUND STOREY ON SEISMIC PERFORMANCE OF HIGH RISE BUILDING
May, Volume, Issue STUDY ON EFFECT OF OPEN GROUND STOREY ON SEISMIC PERFORMANCE OF HIGH RISE BUILDING Bipin M Vaghasiya, Dipak K Jivani P.G Student, D.I.E.T, Professor, D.I.E.T, Civil Engineering Department,
More informationAnalysis of Multi-Storey Building with and without Floating Column
http:// Analysis of Multi-Storey Building with and without Floating Column Deekshitha.R MTech Scholar Department of Civil Engineering P.E.S. College of Engineering Mandya-571401, Karnataka, India Abstract
More informationSEISMIC RESPONSE OF VERTICALLY IRREGULAR RC FRAME WITH MASS IRREGULARITY
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 5, September-October 2016, pp. 257 264, Article ID: IJCIET_07_05_028 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=5
More informationInternational Journal of Advance Engineering and Research Development
Scientific Journal of Impact Factor (SJIF): 4.14 International Journal of Advance Engineering and Research Development Volume 3, Issue 12, December -2016 e-issn (O): 2348-4470 p-issn (P): 2348-6406 Effect
More informationSEISMIC PERFORMANCE OF HIGH-RISE BUILDING
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 3, March 2018, pp. 878 886, Article ID: IJCIET_09_03_087 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=3
More informationCOMPARITIVE STUDY OF BASE ISOLATORS AND VISCOUS FLUID DAMPERS ON SEISMIC RESPONSE OF RC STRUCTURES
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 8, August 2018, pp. 798 806, Article ID: IJCIET_09_08_081 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=8
More informationTHE EFFECTS OF P-DELTA AND CONSTRUCTION SEQUENTIAL ANALYSIS OF RCC AND STEEL BUILDING WITH RESPECT TO LINEAR STATIC ANALYSIS
THE EFFECTS OF P-DELTA AND CONSTRUCTION SEQUENTIAL ANALYSIS OF RCC AND STEEL BUILDING WITH RESPECT TO LINEAR STATIC ANALYSIS Tabassum G Shirhatti 1, Dr. S. B. Vanakudre 2 1Final year student (M.Tech-CAD
More informationDYNAMIC RESPONSE OF MULTISTORIED BUILDING WITH AND WITHOUT IN-FILL WALLS
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 12, December 2018, pp. 1249 1259, Article ID: IJCIET_09_12 127 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtype=
More informationResult Analysis of Multistorey Building by Using Response Spectrum Method for Floating Column
Result Analysis of Multistorey Building by Using Response Spectrum Method for Floating Column Prateek Kumar 1, Jitendra Singh Yadav 2 1M.tech Scholar, Department of Civil Engineering, IES Institute of
More informationSeismic Response Evaluation of RC frame building with Floating Column considering different Soil Conditions
Research Article ernational Journal of Current Engineering and Technology E-ISSN 77 46, P-ISSN 47-56 4 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Seismic Response Evaluation
More informationAnalysis the Behavior of Building with Different Soft Story
IJSTE - International Journal of Science Technology & Engineering Volume 2 Issue 12 June 2016 ISSN (online): 2349-784X Analysis the Behavior of Building with Different Soft Story Avinash Mishra Department
More informationEffect of Mass and Stiffness of Vertically Irregular RC Structure
Effect of Mass and Stiffness of Vertically Irregular RC Structure Rohith R Shenoy 1, Dr. Sridhar R 2, Karthik B.S 3 1Student (M.Tech), Department of Civil Engineering, NCET, Bangalore, Karnataka, India
More informationSEISMIC ANALYSIS OF HIGH RISE BUILDINGS WITH PLAN IRREGULARITY
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 1365 1375, Article ID: IJCIET_08_04_154 Available online at http://www.ia aeme.com/ijciet/issues.asp?jtype=ijciet&vtyp
More informationComparison Of Rcc Building With And Without Floating Column Under Seismic Behavior
Comparison Of Rcc Building With And Without Floating Column Under Seismic Behavior Kalantri Krishna Sanjay P. G. Student, Department of Civil Engineering SND COE & Research Center, Bhabulgaon, Yeola, Nasik,
More informationComparative Study of Multi-storeyed RC Building With Open Ground Storey Having Different Type Infill Walls
Comparative Study of Multi-storeyed RC Building With Open Ground Storey Having Different Type Infill Walls Nesiya Yoosaf 1, Remya Raju 2, Hashim K Abdul Azeez 3 1 M.Tech student, Department of civil engineering,
More informationEvaluation of Seismic Behavior for Multistoried RC Moment Resisting Frame with Open First Storey
Research Article International Journal of Current Engineering and Technology E-ISSN 2277 416, P-ISSN 2347-5161 214 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Evaluation
More informationCOMPARATIVE STUDY ON 3D RC FRAME STRUCTURE WITH AND WITHOUT FLOATING COLUMNS FOR STIFFNESS IRREGULARITIES SUBJECTED TO SEISMIC LOADING
COMPARATIVE STUDY ON 3D RC FRAME STRUCTURE WITH AND WITHOUT FLOATING COLUMNS FOR STIFFNESS IRREGULARITIES SUBJECTED TO SEISMIC LOADING Mr. Mahesha M 1, Ms. K. Lakshmi 2 1Post Graduate student, Department
More informationDepartment of Civil Engineering, SKP Engg. College, Tiruvanamalai, TN, India
DESIGN AND ANALYSIS OF MULTI- STOREYED BUILDING UNDER STATIC AND DYNAMIC LOADING CONDITIONS USING ETABS Balaji.U. A 1, Mr. Selvarasan M.E. B 2 1 PG Student, 2 Asst.Professor Department of Civil Engineering,
More informationRESPONSE SPECTRUM ANALYSIS OF MULTI- STOREY BUILDING WITH FLOATING COLUMNS
RESPONSE SPECTRUM ANALSIS OF MULTI- STORE BUILDING WITH FLOATING COLUMNS 1 Pradeep D, 2 Chethan V R, 3 Ashwini B T 1 PG Student, 2,3 Assistant Professor Dept. of Civil Engineering, AIT, Chikkamagaluru,
More informationAnalysis of Reinforced Concrete Building With Different Plan Shapes Resting on Sloping Ground
Analysis of Reinforced Concrete Building With Different Plan Shapes Resting on Sloping Ground Haider Abdulazeez Ibrahim M.Tech, Structural Engineering, Department of Civil Engineering, College of Engineering,
More informationSEISMIC STUDY OF G+5 RC FRAMED STRUCTURE SUPPORTED ON RAFT FOUNDATION
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 467 476 Article ID: IJCIET_08_04_054 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4
More informationSeismic Retrofitting of Building with Soft Storey and Floating Column
Seismic Retrofitting of Building with Soft Storey and Floating Column Ganesh Kumbhar 1, Anirudhha Banhatti 2 1Department of Civil Engineering, G. H. Raisoni College of Engineering and Management, Wagholi,
More informationSeismic Analysis and Design of Regular and Irregular Framed Commercial Buildings
Seismic Analysis and Design of Regular and Irregular Framed Commercial Buildings N. Tilak sai kumar 1, T. Venu gopal 2, K. Siva lakshman rao 3, sk.samiullah 4, P. Raja sri 4, M. Jeelani 5 1,2,3,4 B.Tech
More informationINTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY
INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY A PATH FOR HORIZING YOUR INNOVATIVE WORK SPECIAL ISSUE FOR NATIONAL LEVEL CONFERENCE "SUSTAINABLE TECHNOLOGIES IN CIVIL
More informationComparative study of effect of different positions of shear wall on transfer girder for wind, conventional and stage analysis.
Comparative study of effect of different positions of shear wall on transfer girder for wind, conventional and stage analysis. Vikas V. Mehetre 1, V.T.More 2 1 PG Student Department of Civil Engineering,
More informationAnalysis of a Multi-Tower Frame Structure connected at different levels using ETABS
Analysis of a Multi-Tower Frame Structure connected at different levels using ETABS RISHABH SISODIA 1, N. Tej Kiran 2, K. Sai Sekhar Reddy 3 1Student, Dept. of Structural and Geotechnical Engineering,
More informationSTUDY OF SEISMIC PERFORMANCE OF RC BUILDING WITH FLAT PLATE INFLUENCED BY CONCRETE WALL
STUDY OF SEISMIC PERFORMANCE OF RC BUILDING WITH FLAT PLATE INFLUENCED BY CONCRETE WALL Mr. Muralidhar G.B 1, Mrs. Swathi Rani K.S 2 1 Lecturer, Civil Engineering Department, University of Gondar, Ethiopia
More informationComparative Study of Floating and Non Floating Column of Plaza Building Subjected to Seismic Loading by Using Staad-Pro Software
Comparative Study of Floating and Non Floating Column of Plaza Building Subjected to Seismic Loading by Using Staad-Pro Software 1 Kapil Dev Mishra, 2 Dr A. K. Jain ¹ P.G. Student, ² Head of The Department
More informationPARAMETRIC STUDY ON VERTICAL IRREGULAR HIGH RISE REINFORCED CONCRETE FRAMED BUILDING
International Research Journal of Engineering and Technology (IRJET) e-issn: 2395-56 PARAMETRIC STUDY ON VERTICAL IRREGULAR HIGH RISE REINFORCED CONCRETE FRAMED BUILDING Sunitha.V.L 1, Ms. Rashmi.M.D 2
More informationSSRG International Journal of Civil Engineering ( SSRG IJCE ) Volume 4 Issue 6 June 2017
SSRG International Journal of Civil Engineering ( SSRG IJCE ) Volume Issue 6 June 7 Analysis of Multi- RCC Frames of Regular and Irregular Plan Configuration using Response Spectrum Method Dhananjay Shrivastava
More informationInternational Journal of Advance Engineering and Research Development A REVIEW ON SEISMIC ANALYSIS OF MULTISTOREY BUILDING WITH FLOATING COLUMN
Scientific Journal of Impact Factor (SJIF): 5.71 International Journal of Advance Engineering and Research Development Volume 5, Issue 4, April -218 e-issn (O): 2348-447 p-issn (P): 2348-646 A REVIEW ON
More informationInternational Journal of Advancements in Research & Technology, Volume 4, Issue 11, November ISSN
51 PUSH OVER ANALYSIS FOR RC BUILDING WITH AND WITHOUT FLOATING COLUMNS Stella evangeline 1, Student(m.tech) D.Satish 2, M.Tech (structures) E V Raghava Rao 3, Civil engineering dept, Asst.professor, HOD
More informationThe Wind and Seismic Analysis on Different Heights of Building by Using ETABS
The Asian Review of Civil Engineering ISSN: 2249-623 Vol. 5 No.2, 216, pp.19-26 The Research Publication, www.trp.org.in The Wind and Seismic Analysis on Different Heights of Building by Using ETABS B.Ajitha
More informationStudy Of Behaviour Of Seismic Analysis Of Multi Storied Building With And Without Floating Column
Study Of Behaviour Of Seismic Analysis Of Multi Storied Building With And Without Floating Column Authors & Affiliation: Correspondence To: Mr. P.V. Prasad Jogaiah Institute of Technology & Sciences, Kalagampudi,
More informationSEISMIC ANALYSIS OF RCC STRUCTURE WITH DIFFERENT TYPES OF BRACING SYSTEM
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 8, August 2018, pp. 496 503, Article ID: IJCIET_09_08_047 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=8
More informationCOMPARISON OF REINFORCED CONCRETE FRAMES MODELLED WITH AND WITHOUT INFILL WALLS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 8, August 217, pp. 1636 1644, Article ID: IJCIET_8_8_178 Available online at http://http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=8
More information13-14 May 2011 B.V.M. Engineering College, V.V.Nagar,Gujarat,India
COST COMPARISON BETWEEN FLAT SLABS WITH DROP AND WITHOUT DROP IN FOUR STOREY LATERAL LOAD RESISTING BUILDING Vikunj k.tilva M.E Student, Applied Mechanics Department, L. D. College of Engineering, Ahmadabad,
More informationComparison and Optimization of 8 Storeys Ordinary Moment Resisting Frame and Special Moment Resisting Frame Building
Comparison and Optimization of 8 Storeys Ordinary Moment Resisting Frame and Special Moment Resisting Frame Building Nishant Kumar 1, Dr. V.Pandey 2 1 P.G. Student, Department of Civil Engineering,BITSindri,
More informationP-Delta Effects on Tall RC Buildings with and Without Shear Wall
P-Delta Effects on Tall RC Buildings with and Without Shear Wall High-rise building is the demand of new era as it provides accommodation to a well number of people in a small place but without proper
More informationDYNAMIC ANALYSIS OF MULTI STOREY STRUCTURE FOR DIFFERENT SHAPES. K.Upendra Reddy 1,Dr.E.Arunakanthi 2
International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) Impact Factor: 3.45 (SJIF-2015), e-issn: 2455-2585 Volume 3, Issue 12, December-2017 DYNAMIC ANALYSIS OF MULTI STOREY
More informationEFFECT OF CHANGE IN THICKNESSES AND HEIGHTS IN SHEAR WALL ON DEFLECTION, STORY DRIFT AND STIFFNESS OF MULTISTORIED BUILDINGS
EFFECT OF CHANGE IN THICKNESSES AND HEIGHTS IN SHEAR WALL ON DEFLECTION, STOR DRIFT AND STIFFNESS OF MULTISTORIED BUILDINGS Dr. S. B. Shinde 1, N.B.Raut 2 1 Head, Department of Civil Engineering, 2 ME
More informationA COMPARATIVE ANALYSIS OF R.C.C ELEVATED WATER TANK ON SLOPING & LEVELED GROUND
A COMPARATIVE ANALYSIS OF R.C.C ELEVATED WATER TANK ON SLOPING & LEVELED GROUND Mr.Sunilkumar Hiremath 1, Prof.S.A.Warad 2 1 Student M.Tech Structural Engineering, Dept of Civil, B.L.D.E.A s P.G.H.C.E.T
More informationPERFORMANCE BASED SEISMIC ANALYSIS OF RC BUILDING USING SOFT STOREY CONSIDERATION
PERFORMANCE BASED SEISMIC ANALYSIS OF RC BUILDING USING SOFT STOREY CONSIDERATION ANIL KUMAR M S 1, KRISHNA MURTHY G R 2, SYED AHAMED 3 1 Post Graduate Student, Civil Engg Dept, Sambhram Institute of Technology,
More informationSeismic and Wind Effects on High Rise Structure Using ETABS
Seismic and Wind Effects on High Rise Structure Using ETABS A. Naga Sai 1,G. Radha Devi 2 1 Head Of The Department, Department of Civil Engineering, Aditya College of Engineering & Technology, Surampalem,
More informationSignificance of Shear Wall in Multi-Storey Structure With Seismic Analysis
IOP Conference Series: Materials Science and Engineering PAPER OPEN ACCESS Significance of Shear Wall in Multi-Storey Structure With Seismic Analysis To cite this article: Rajat Bongilwar et al 218 IOP
More informationSEISMIC PERFORMANCE OF FLAT SLAB WITH DROP AND CONVENTIONAL SLAB STRUCTURE
SEISMIC PERFORMANCE OF FLAT SLAB WITH DROP AND CONVENTIONAL SLAB STRUCTURE Archana Shaga 1, Satyanarayana Polisetty 2 1 M.Tech Structural Engineering Student, 2 Assistant Professor 1 Civil Engineering
More informationA Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different Position of Shear Walls
International Journal of Engineering and Advanced Technology (IJEAT) ISSN: 2249 8958, Volume-6 Issue-6, August 2017 A Study on Seismic Analysis of High Rise Irregular Floor Plan Building with Different
More informationSeismic Analysis of Irregular Shape Building
Seismic Analysis of Irregular Shape Building 1 Dnyaneshkumar H. Lanjewar M.Tech. Structural Engineering Student, Department of Civil Engineering, Tulsiramji Gaikwad Patil College of Engg. And Technology,
More informationCOMPARATIVE STUDY OF LINEAR AND NON-LINEAR SEISMIC RESPONSE OF RC STRUCTURE SITUATED IN DIFFERENT SEISMIC ZONES OF INDIA
COMPARATIVE STUDY OF LINEAR AND NON-LINEAR SEISMIC RESPONSE OF RC STRUCTURE SITUATED IN DIFFERENT SEISMIC ZONES OF INDIA Md Rizwan 1, Dr. M. D. Vijayanand 2 1Post Graduate Student in Structural Engineering,
More informationSeismic Behavior of Soft First Storey
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) ISSN: 78-168 Volume, Issue 5 (Nov. - Dec. 1), PP 8-33 Seismic Behavior of Soft First Storey 1 P.B.Lamb, Dr R.S. Londhe 1 PG Student Applied
More informationPERFORMANCE OF LATERAL SYSTEMS ON TALL BUILDINGS
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 6, November-December 2016, pp. 550 557, Article ID: IJCIET_07_06_061 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=6
More informationOPTIMAL DIAGRID ANGLE TO MINIMIZE DRIFT IN HIGH-RISE STEEL BUILDINGS SUBJECTED TO WIND LOADS
International Journal of Civil Engineering and Technology (IJCIET) Volume 6, Issue 11, Nov 15, pp. 1-, Article ID: IJCIET_6_11_1 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=11
More informationPushover Analysis of RC Frame for effective column design
Pushover Analysis of RC Frame for effective column design Lekshmi Nair 1, Aswathy S Kumar 2 1 M.Tech Student, Sree Buddha College of Engineering for Women, Elavumthitta, Kerala, India 2 Staff, Sree Buddha
More informationSeismic Response of RC Frame Buildings with Soft Storeys
Seismic Response of RC Frame Buildings with Storeys Amit V. Khandve Department of Civil Engineering, RTM Nagpur University, Nagpur -440009 (MH) ABSTRACT : Open first storey is a typical feature in the
More informationComparative analysis betweenstatic and Non Linear Dynamic analysis of irregular and regular building
IOSR Journal of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vol. 7, Issue 11 (November. 2017), V1 PP 18-25 www.iosrjen.org Comparative analysis betweenstatic and Non Linear Dynamic analysis
More informationPUSHOVER ANALYSIS OF RC FRAME STRUCTURE WITH FLOATING COLUMN ON SLOPING GROUND
PUSHOVER ANALYSIS OF RC FRAME STRUCTURE WITH FLOATING COLUMN ON SLOPING GROUND Shivakumar Ganapati 1, Shivaraj Mangalgi 2 1Student, 2 Professor, Department of Civil Engineering 1,2Poojya Doddappa Appa
More informationStudy of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building
RESEARCH ARTICLE OPEN ACCESS Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building Syed Ehtesham Ali*, Mohd Minhaj Uddin Aquil** *(Department of Civil Engineering,
More informationAnalysis and Design of High-Rise RC Structure in Different Seismic Zones
Analysis and Design of High-Rise RC Structure in Different Seismic R.Deccan Chronicle 1, Mohammed Anwarullah, Abdul Rashid 3, Dr.P.Siva Prasad 4 1,,3 UG Student, Civil Engineering Dept, Dhanekula Institute
More informationCOMPARATIVE STUDY ON REGULAR & IRREGULAR STRUCTURES USING EQUIVALENT STATIC AND RESPONSE SPECTRUM METHODS
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 1, January 2017, pp. 615 622 Article ID: IJCIET_08_01_071 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=1
More informationPushover Analysis Of RCC Building With Soft Storey At Different Levels.
Pushover Analysis Of RCC Building With Soft Storey At Different Levels. Achyut S. Naphade 1, Prof. G. R. Patil 2 1 (M.E. (Structure) Student, Department of Civil Engineering Rajarshi Shahu College of Engineering,
More informationEVALUATION OF SEISMIC DESIGN MAGNIFICATION FACTOR FOR REGULAR AND L SHAPE OPEN GROUND STOREY BUILDINGS
EVALUATION OF SEISMIC DESIGN MAGNIFICATION FACTOR FOR REGULAR AND L SHAPE OPEN GROUND STOREY BUILDINGS Sukanya V Raj 1, Vivek Philip 2 1PG Student, Department of Civil Engineering, SAINTGITS College of
More informationEffect of Diaphragm Openings in Multi-storeyed RC framed buildings using Pushover analysis
Effect of Diaphragm Openings in Multi-storeyed RC framed buildings using Pushover analysis P.P. Vinod Kumar 1, Dr. V.D. Gundakalle 2 1 M.Tech Student, Civil Engineering, KLEMSSCET - Belagavi, Karnataka,
More informationComparative Seismic Analysis of High Rise and Low Rise RCC Building with Shear Wall
Comparative Seismic Analysis of High Rise and Low Rise RCC Building with Shear Wall Ashwinkumar Balaso Karnale 1, Dr. D. N. Shinde 2 P.G. Student, Dept. of Civil Engineering, P.V.P.I.T. Budhgaon, Sangli,
More informationBEHAVIOURAL STUDY OF STIFFNESS IN SOFT STOREY BUILDINGS WITH DIFFERENT INFILLS
BEHAVIOURAL STUDY OF STIFFNESS IN SOFT STOREY BUILDINGS WITH DIFFERENT INFILLS Mohith Y S 1, Thejaswini R M 2 1. M Tech student, Department of Civil Engineering, G.S.K.S.J.T.I. Bengaluru-01. 2. Assistant
More informationEARTHQUAKE RESPONSE OF TALL BUILDINGS HAVING DIFFERENT SPACING OF COLUMN BAY
Volume: 06 Issue: 01 Jan 2019 www.irjet.net p-issn: 2395-0072 EARTHQUAKE RESPONSE OF TALL BUILDINGS HAVING DIFFERENT SPACING OF COLUMN BAY Aneesh S K 1, Vikas Suryavanshi 2, Sajeet S B 3 1,2Under Graduate
More informationAnalysis of RC building in different seismic zones by moment resisting frame using IS 1893:2002
International Journal of Technical Innovation in Morden Engineering & Science (IJTIMES) Impact Factor: 3.45 (SJIF-2015), e-issn: 2455-2585 Volume 4, Issue 5, May-2018 Analysis of RC building in different
More informationENHANCING RESISTANCE CAPACITY OF SOFT STOREY BUILDING BY MEANS OF SHEARWALL INCORPORATED WITH STRUT
ENHANCING RESISTANCE CAPACITY OF SOFT STOREY BUILDING BY MEANS OF SHEARWALL INCORPORATED WITH STRUT Swapnil M.Tiple, Abhishek P. Jaiswal 1 Post Graduate Student, Department of Civil Engineering, SYCET,
More informationDESIGN OF MULTILEVEL CAR PARKING BUILDING
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 11, November 2018, pp. 1164 1169, Article ID: IJCIET_09_11_111 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=11
More informationSeismic Analysis of Buildings with Shear Wall having Horizontal Irregularity
Seismic Analysis of Buildings with Shear Wall having Horizontal Irregularity Rajat Singh 1, Mohd. Adnan 2 1Post Graduate Student in Structural Engineering, Department of Civil Engineering, Radha Govind
More informationSeismic Response of Vertically Irregular RC Frame with Stiffness Irregularity at Fourth Floor
Seismic Response of Vertically Irregular RC Frame with Stiffness Irregularity at Fourth Floor Shaikh Abdul Aijaj Abdul Rahman 1, Girish Deshmukh 2 1 PG Student ME (Structural Engineering) Final Year, Department
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011 Copyright 2010 All rights reserved Integrated Publishing services Research article ISSN 0976 4399 Solution of Shear Wall Location
More informationA Study on Positioning of Different Shapes of Shear Walls in L Shaped Building Subjected to Seismic Forces
A Study on Positioning of Different Shapes of Shear Walls in L Shaped Building Subjected to Seismic Forces MD Afroz Patel* *PG Student, Department of Civil Engineering, Khaja Banda Nawaz College of Engineering,
More informationSEISMIC BEHAVIOUR OF FLAT SLAB BUILDING WITH SHEAR WALL ACCORDING TO I.S
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 5, May 2018, pp. 955 963, Article ID: IJCIET_09_05_105 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=5
More informationOptimum Position of Outrigger System for Tall Vertical Irregularity Structures
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 12, Issue 2 Ver. II (Mar - Apr. 2015), PP 54-63 www.iosrjournals.org Optimum Position of Outrigger
More informationCOMPARATIVE STUDY ON DESIGN RESULTS OF A MULTI-STORIED BUILDING USING STAAD PRO AND ETABS FOR REGULAR AND IRREGULAR PLAN CONFIGURATION
COMPARATIVE STUDY ON DESIGN RESULTS OF A MULTI-STORIED BUILDING USING STAAD PRO AND FOR REGULAR AND IRREGULAR PLAN CONFIGURATION V.RAMANJANEYULU 1, DHARMESH.M 2, V.CHIRANJEEVI 3 1,2,3 Asst. Professor,
More informationResearch Article Volume 6 Issue No. 7
ISSN XXXX XXXX 216 IJESC Research Article Volume 6 Issue No. 7 Seismic Performance of Multi Storey RC Frame Buildings with Soft Storey from Pushover Analysis Basavaraju Y K 1, Dr. B S Jayashankar Babu
More informationANALYTICAL STUDY ON SEISMIC RESPONSE WITH AND WITHOUT SOFT STOREYS IN MULTISTOREY RC BUILDING
ANALYTICAL STUDY ON SEISMIC RESPONSE WITH AND WITHOUT SOFT S IN MULTI RC BUILDING RUPAK BANIK 1, S.PACKIALAKSHMI 2 1 P.G. Student, Structural Engineering, 2 Assistant Professor Structural Engineering,
More informationSEISMIC ANALYSIS ON MEZZANINE FLOORING SYSTEM
International Journal of Civil Engineering and Technology (IJCIET) Volume 8, Issue 4, April 2017, pp. 689 702 Article ID: IJCIET_08_04_080 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=8&itype=4
More informationStudies on Regular and Irregular Tall Structures Subjected to Earthquake Loading
ORIGINAL ARTICLE PII: S225204301800001-8 Received 28 Oct. 2017 Accepted 30 Dec. 2017 2018 Scienceline Publication Journal of Civil Engineering and Urbanism Volume 8, Issue 1: 01-05; Jan 25, 2018 ISSN-2252-0430
More informationSEISMIC ANALYSIS OF HIGH RISE BUILDING WITH IS CODE and IS CODE
SEISMIC ANALYSIS OF HIGH RISE BUILDING WITH IS CODE 1893-2002 and IS CODE 1893-2016 Narayan Malviya 1, Sumit Pahwa 2 1M. Tech Scholar, CE Department, AIT, Ujjain, India 2H.O.D. CE Department, AIT, Ujjain,
More informationInternational Journal of Advance Engineering and Research Development. Comparative study for Seismic Analysis of building using different software
Scientific Journal of Impact Factor (SJIF):.71 International Journal of Advance Engineering and Research Development Volume, Issue 02, February -2018 e-issn (O): 2348-4470 p-issn (P): 2348-6406 Comparative
More informationANALYSIS AND DESIGN OF MULTI - STOREY BUILDING UNDER LOAD COMBINATION
ANALYSIS AND DESIGN OF MULTI - STOREY BUILDING UNDER LOAD COMBINATION V. Nagaraju 1, N. Vedakala 2, Y. Purnima 3, Ajay Kumar 4, Y Sudheer Babu 5 1,2,3 UG Student, Civil engineering Dept, MIC College of
More information