Journal Title : International Journal of Modern Trends in Engineering and Science
Paper Title : COMPARATIVE STUDY OF SEISMIC ANALYSIS OF CONVENTIONAL SLAB AND FLAT SLAB WITH AND WITHOUT DROP
Volume 04 Issue 11 2017
ISSN no: 2348-3121
Page no: 27-32
Abstract – Flat slab buildings are commonly used for the construction because use of flat slab building provides many advantages over conventional RC Frame building in terms of economical, use of space, easier form work, architectural flexibility and importantly shorter construction time. The structural efficiency of the Flat slab construction is most difficult by its poor performance under earthquake loading. It is necessary to analyse seismic behaviour of buildings for various heights to see what are the changes are going to occur for the conventional RC frame building, flat slab building with and without drops. In the present study, the analysis of G+9 multi storey buildings having conventional RC frame building, flat slab with drop and flat slab without drop with the model cases of Structure without shear wall, Structure without masonry infill, Structure with considering Equivalent Diagonal Structure, Structure with considering Shear wall, Structure with considering Bracing system. Model of the structure is created by using STADD Pro software. Seismic loads are determined by Response spectrum method. Load combinations are considered as per IS 1893:2002. The seismic evaluation result can be done based on the parameters storey drift, lateral displacement, seismic base shear, natural time period.
Keywords – ETABS, Earthquake, Conventional Slab, Flat Slab, Seismic Analysis, Storey Drift,Time Period,Base Shear
- Pradip S. Lande, Aniket B. Raut, Seismic Behaviour Of Flat Slab Systems By Applied Mechanics Department Government College Of Engineering, Amravati Maharashtra, India. Journal of Civil Engineering and Environmental Technology, pp. 7-10
- Sumit Pahwa, Vivek Tiwari, Comparative Study Of Flat Slab With Old Traditional Two Way Slab by Department of Civil Engineering, M.P. India. International Journal of Latest Trends in Engineering and Technology (IJLTET) pp 252-260
- Boskey Vishal Bahoria And Dhananjay K. Parbat Analysis And Design Of RCC And Post-Tensioned Flat Slabs Considering Seismic Effect, IACSIT International Journal of Engineering and Technology, pp 10-13.
- Rajiv M S, Guru Prasad T N, Dharmesh N, Madhusudhana Y.B Seismic Behaviour Of Multi-StoreyedRc Building Having Flat Slab With And Without Shear Walls by Dept Of Civil Engineering, Siet, Tumkur, India. ISSN 2319-8885 Vol.04,Issue.29, August-2015, Pages:5696-5702.
- Sumit Pawah, Vivek Tiwari, Madhavi Prajapati Analytical Approach To Study effect of Shear Wall On flat Slab & Two Way Slab M.P, India. International Journal of Emerging Technology and Advanced Engineering, pp 244-152
- Dr. Uttamasha Gupta, Shruti Ratnaparkhe, Padma Gome Seismic Behaviour Of Buildings Having Flat Slabs With Drops, Indore. International Journal of Emerging Technology and Advanced Engineering pp 416-421.
- Manu K V, Naveen Kumar B M, Priyanka S Comparative Study Of Flat Slabs And Conventional RC Slabs In High Seismic Zone by SVCE Bangalore, Karnataka, India. International Research Journal of Engineering and Technology pp 29-34.
- P. Srinivasulu, A. Dattatreya Kumar Behaviour Of RCC Flat Slab Structure Under Earthquake Loading by Department Of Civil Engineering, Vrsec, Vijayawada (A.P), India. International Journal of Engineering & Science Research pp 821-829.
- Rajib Kumar Biswas, Md. Meraj Uddin, Etc., Comparative Analysis Of A 15 Story Flat Plate Building With And Without Shear Wall And Diagonal Bracing Under Wind And Seismic Loads by Department of Civil Engineering Ahsanullah University Of Science And Technology. IOSR Journal of Mechanical and Civil Engineering pp 97-101.
- Sharad P. Desai, Swapnil B. Cholekar, Seismic Behaviour of Flat Slab Framed Structure With And Without Masonry Infill Wall by Department of Civil Engineering, Klemsscet, Belgaum, Karnataka, India. International Journal of Engineering Research & Technology pp 1595-1599.
- Abhishek Lakshman Dhangar Prof. S. B. Walke A Comparative Study Of Seismic Response Of Flat Slab Structure And Conventional Structure by Department of Civil Engineering, VPCOE Baramati. International Journal of Latest Trends in Engineering and Technology pp 1-9.
- Prof. K S Sable, Er. V A Ghodechor, Prof. S B Kandekar Comparative Study Of Seismic Behavior Of Multistory Flat Slab And Conventional Reinforced Concrete Framed Structures. International Journal of Computer Technology and Electronics Engineering, pp 17-26.
- Anshuman. S, Dipendu Bhunia, Bhavin Ramjiyani (2011), “Solution of Shear Wall Location in Multi-Storey Building.” (IJCSE) Volume 2, No 2, pp.493-506.,Nov- 2011
- AshishS. Agrawal, S.D. charkha .”Effect of Change in shear wall location on storey drift of multistorey building subjected to Lateral Load.”(IJERA)www.ijera.comvol .2, Issue 3 , pp1789-1793,May-Jun 2012
- Vikas Govalkar, P.J.Salunke, N.G.Gore,” Analysis of Bare Frame and Infilled Frame with Different position of Shear wall.”(IJRTE) ISSN:2277-3878,volume 3 Issue -3 ,pp. 67-72,July 2014.
- P. P. Chandurkar and Dr. P. S. Pajgade (2013), “Seismic Analysis of RCC Building with and Without Shear Wall.” (IJMER), .2. 3, Issue. 3, pp-1805-1810, ISSN: 2249-6645,May – June 2013
- Varsha R.Harne(2014)”Comparative Study of Strength of Rc Shear wall at Different Location on Multi-storied Residential Building” International Journal of civil Engineering Research,ISSN 2278-3652 Volume 5,Number 4, pp. 391-400, 2014.
- Shahzad jamilsardar and Umesh. N. Karadi,”Effect of Change in shear wall location on storey drift of multistorey building subjected to Lateral Load” International Journal of Innovative Research in science, Engineering and Technology. vol. 2,Issue 9, September 2013.
- Verma S.K., RoshanLal, Raman Kumar, “Seismic Response of Rc Framed Building.”(IJCSE) volume 4,No 4, 2014 ISSN 0979-4399
- Manish Shrikhande, Pankaj Agrawal.”Earthquake Resistant Design of Structures.” PHI Learning Private Limited New Delhi,2010.
- IS 1893(part 1) : 2002, “ Criteria for earthquake resistant design of structures, part 1, general provisions and buildings “, Fifth revision, Bureau of Indian Standerds, Manak Bhavan, Bahadur Shah Zafar Marg, New Delhi 110002