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1.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 474 STUDIES OF ANALYSIS AND DESIGN FOR MULTI-STORIES STRUCTURES WITH TRANSFER PLATES IN HELP OF ETABS Ms. Sheela Malik1 Mr. Shivender2 Md Anzar Rabbani3 1Assistant Professor, Department of Civil Engineering, Ganga Institute of Technology and Management, Jhajjar Haryana (India) 2Junior Engineer, Irrigation Department Haryana 3Assistant Professor, Department of Civil Engineering, Ganga Institute of Technology and Management, Jhajjar Haryana (India) ---------------------------------------------------------------------***--------------------------------------------------------------------- Abstract - In saturated cities, high-rise buildings are more common for residential and commercial purposes. The land becomes premier in highly populated cities, space allocation for vehicle parking and other purposes will be a major challenge for engineers, and to overcome this, tackle Transfer plates are widely employed in many high-rise buildings. It has been provided at a certain elevation from the ground its level about five to six stories above ground level having a thickness around 600mm to 3500mm. heavy floatingcolumnsareraised from this plate for residential floors above. thisresearchpaper mainly focused on the analysis and design of the multi-story building with transfer plate with help of Etab software. Key Words: Transfer plate, Etabs, analysis, plate analysis, transfer girder. 1. INTRODUCTION In a saturated cities high rise building are more common for residential and commercial purposes, land become premier in a highly populatedcities,spaceallocation for vehicle parking and other purposes will be major challenge for engineers, to overcome this tackle Transfer plates are widely employed in many high-rise buildings. It has been provided at certain elevation from ground its level about five to six stories above ground level having thickness around 600mm to 3500mm.heavy floating columns are raised from this plate for residential floors above. In general transfer plates are often supported by well-spaced columns as it is intended to allow more free space for parking at below levels, whereas above floors columns are closely spaced for flexible residential layouts thereby producing lighter structural elements in a residential area that resulting overall economy of the building, Despite of their advantages responses of the high rise building with Transfer plateswill besignificant.,In most of the cases floating story just above the transfer plate having higher stiffness than lower floor, therefore careful structural arrangementsofsupporting wallsandelevationof transfer plates are playing vital role to retain structural benefits of transfer floors. TRANSFER PLATE Presented in the introduction it is a slab, thickness around 600mm to 3500mm, heavy floating walls are directly sitting on the slab plate. Behavior of the slab idealized based on the aspect ratio and load distribution path. Thickness of the section often controlled by the shear stress at the section, such as one-way shear and punching shear, they are the crucial criteria for transfer plate design. Although, it is hard to satisfy one-way shear with tension steel alone vertical contribution of the steel is needed to satisfy over all shear demand of the section therefore, vertical shear links has to be design moreover, total strength of thesectionislimited to 2.5N/mm2 for the sake of low rebar congestion and constructability. Minimum reinforcement shall be provided as 0.12%bd for tension zone and 0.06%bd for compression zone when post-tensioning is active in the transfer plate. 1.2 OBJECTIVE OF THE PROJECT This work intended to study behavior of high rise building with transfer plate at some elevation. Arriving the favorable layout or arrangements of the shear walls for the sake of prevention of soft story mechanism. Lateral response of the building with transfer plate is envisioned to evaluate. 1.3 SCOPE OF THE PROJECT To Study Lateral Response of thebuildingwithtransferplate To Study Response of the transfer plateagainstConstruction sequence To Study Natural Load path of the Transfer Plate 2. LITERATURE REVIEW This paper had dealt with Behavior Transfer Plate subjected to seismic loading for different practical scenario. The following four major objectives were studied 1. Responses of the Transfer Plate for seismic Loading 2. Level of Seismic resistance of the building with transfer plate 3. Formation of Soft story mechanism 4. Modes of failure for cycles of linear time history analysis. Experiments are done
2.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 475 with 1:20 Scaled model also pseudo dynamic test was done with 1:40 model and result are verified with numerical models developed through the computer applications. In which simplified uncoupled approach is followed to obtain accurate result. Based on this approachithasbeenidentified that story stiffness at apparently increased whencoupled all vertical walls/columnswithTransfer. WiththeExperimental and numerical result, it has been identified that transfer plate in high rise building having sufficient strength for moderate earthquakes.Fromthatithasbeenrecognized that structural failure of the building may be occurs just above the transfer Plate. Some of the national codesarehighlighted which are claims the same points thatrelative stiffnessalone defining the presents of soft story mechanism in high rise buildings where another approach ratio of deflection and inter story drift is use to predict the soft story failure. 3.1 METHODOLOGY: Analysis and design were done in Etabs Software. The flow of analysis and design were given below flow chart below. 1.estabillishement of structural planning and layout 2.construction/altering the Etabs model with transfer plate 3. Application of vertical and lateral forces in Etabs model 4. Validation of seismic responses 5. Preparation of final result design report and drawing 3.2 ABOUT THE BUILDING CONFIGURATION This transfer plate design check consists of 6 Parking Floors and 15 Residential floors; The Transfer Plate is intended to support 15 floors above on it, which is located at 6th level of the building. Parking floor height 4m and residential floor height 3.05m 4.1 ANALYSIS Analysis was done viz, global model analysis. The global model analysis was done with ETABS Software where full building was modeled for gravity and lateral loadingcomply with Indian Standards. Global View of the Building 4.2 GLOBAL RESPONSE OF THESTRUCTURE FROM ETABS Table-1 Case Mode Period UX UY UZ sec Modal 1 1.817 0.0482 0.463 0.000006787 Modal 2 1.654 0.5912 0.0357 0.00002535 Modal 3 1.016 0.0009 0.1517 0.00001425 Time period check- Offset between time period of 1st and 2nd modes of the building response is found be 9% whichwithin the limit specified by IS 1893 2016. And translations were found in first and second modes respectively torsion still prevailing in 3rd mode which is found in accordance of high- rise building code IS 1893 2016.teherfore building dynamic responses are fine.
3.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 476 4.3 LATERAL DISPLACEMENT VERIFICATION Lateral Displacement for Wind-X Since Building beingstifferin X-directionthemaximumstory displacement is being 16.6mm which is found to beveryless with acceptable Limit of L/250 stipulated by IS 1893:2012. Lateral displacement for Wind-Y The maximum story displacement due wind action in y- direction is being 53.2mm which is found to be less with acceptable Limit of L/250 stipulated by IS 1893:2012. 4.4 STORY STIFFNESS Disposition’s columns right above the transfer plate are abruptly changing from below floors for the sake of closer spaced walls for residential floors, this configuration results possibility of soft story mechanism. Which would take place when lateral forces are in relay especially where stiffness of above story is much higher than the below story. Therefore IS 1893 :2016 had laid tolerable criteria that stiffness of above story should not greater than 70% of stiffness of below story. In our study the relative stiffness found to be 68% which reveals soft story mechanism is not leading the failure. 4.5 PLATE RESPONSE FROM ETABS Bending Moment Diagram as Per Etabs Model Maximum Sagging moment X&Y-Direction Maximum Hogging moment X&Y-Direction Maximum Sagging Moment Found to be 3704 kN.m and Maximum hogging Momentfoundto be5619kN.mwhichhas been compared with the plate analysis done from adapt. 5. CONCLUSION In the recent past High-Rise Buildings are growing in a breakneck phase owing to the paucity of land space. Land cost becomes more and more, eventually, it pushes the engineering towards compact buildings with all amenities within the building itself. Transfer Plates are employed for those buildings to meet the demand. This study had shown that relative story stiffness is significant if the Transfer Plates are present in the building, although this is not only the crucial criteria for failure of such high-rise structures unless shear walls are properly proportioned, also the
4.
International Research Journal
of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 09 Issue: 07 | July 2022 www.irjet.net p-ISSN: 2395-0072 © 2022, IRJET | Impact Factor value: 7.529 | ISO 9001:2008 Certified Journal | Page 477 elevation of the Transfer Platewith respecttogroundplaysa significant role in controlling soft story mechanism. REFERENCES 1. Kenneth M.Leet and Dionisio Bernel ‘Reinforced Concrete Design’ The McGraw Hill Companies Inc New york.1997. 2. Bungale S.Taranath, ‘Reinforced Concrete Design of Tall Buildings’ CRC Press, Taylor & Francis Group 2010 3.Tabassum G Shirhatti1, Dr. S. B. Vanakudre ‘The effects of P-delta and construction sequential analysis of rcc and steel building with respect to linear static analysis’ International Research Journal of Engineering and Technology (IRJET) Pg 501-505 4.R.K.L. Su ‘Seismic Behavior of Buildings with Transfer Structures in Low-to- Moderate Seismicity Regions’ Department of Civil Engineering, The University of Hong Kong, Hong Kong, China. 5. IS 456 (2000): Plain and Reinforced Concrete - Code of Practice 6. IS 1343: 2012 Prestressed Concrete - Code Of Practice - Section 1: General 7. IS 1893 2016 Criteria for earthquake Resistance Design Structures. 8. ACI 318-14: Building Code Requirements For Structural Concrete And Commentary 9. IS 875 (all part): for loading of live and wind loads BIOGRAPHIES Sheela Malik Assist. Professor Ganga Institute of Technology and Management Shivender Junior Engineer, Irrigation Deptt. Haryana Md Anzar Rabbani Junior Engineer, Irrigation Deptt. Haryana 2 nd Auth 3rd Author Photo 1’st Author Photo
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