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“SEISMIC ANALYSIS OF G+10 MULTI-STOREY BUILDING USING SHEAR WALL ON ETABS”
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“SEISMIC ANALYSIS OF G+10 MULTI-STOREY BUILDING USING SHEAR WALL ON ETABS”
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 2865 “SEISMIC ANALYSIS OF G+10 MULTI-STOREY BUILDING USING SHEAR WALL ON ETABS” CHANDRA PRAKASH DHRUW1, PUKHRAJ SAHU2 , PRAVEK SAHU3 1Research scholar, Department of Civil Engineering, Govt. Engineering College, Jagdalpur. 2Assistant Professor, Department of Civil Engineering, Govt. Engineering College, Jagdalpur. 3Lecturer , Department of Civil Engineering, Govt. Engineering College, Jagdalpur. --------------------------------------------------------------------------***---------------------------------------------------------------------------- Abstract: Shear wall systems are one of the most cost-effective and widely utilised lateral load-resisting mechanisms in high-rise building. They feature great plane stiffness and strength, allowing them to resist enormous horizontal loads while also supporting gravity load .Shear walls are increasingly required in multi-story buildings to counteract lateral stresses such as seismic and wind loads. As a result, determining the most effective position for shear walls is critical. Shear wall placement must be exact, or else it will have a negative effect When the mass centre and hardness centre are aligned, the distance between the shear wall and the mass centre influences the shear contribution of the shear wall. Key Words: : Shear Wall, Optimization, Seismic Forces , critical, aligned. 1. INTRODUCTION A research was carried out in this project to identify the best structural arrangement for a multistory structure by drastically altering the shear wall positions. . The computer application programme ETABS was used to evaluate and develop a frame system for four alternative shear wall positions for a G+10 storey structure while maintaining zero eccentricity between the mass centre and the hardness centre. The framed structure is tested to lateral and gravity loads in line with IS requirements, and the results are evaluated to identify the best placement of the shear wall. 2. LITERATURE REVIEW ETABS software become used to do a dynamic examine of a G+15 storey RC body constructing having L, C, and square form in plan. Narrative flow, storey shear, assist responses, constructing mode, and segment reduce pressure have all been blanketed withinside the comparison. The L-form format become proven to have the best fee of storey shear as compared to square and C-form homes. In all 3 situations, the values of the stories flow withinside the X and Y instructions as they development from pinnacle to bottom. It become determined that once an earthquake pressure is implemented withinside the Y direction, abnormal plan systems might also additionally face up to extra base shear than square plan systems. In each way, normal systems and L-formed homes outperform C-formed ones. 3.SHEAR WALL SHEAR WALLS are the walls provided in a structure that withstand horizontal forces such as those caused by wind or earthquakes. SHEAR WALLS are structural walls that are provided parallel to the direction of horizontal force and are exposed to bending moments and shear (in-plane) forces. Types of shear wall • Core type shear wall • C shaped shear wall • L shaped shear wall at corners • Parallel shear wall along the outskirts • Non-Parallel shear wall along the outskirts • + Shaped shear wall at center • E Shaped shear wall II Shear Wall Position • At corners of building • At centre (core) of structure • At periphery of building
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 2866 4. OBJECTIVE OF STUDY : To compare the performance of shear walls in different parts of the construction. Shear walls and grid slabs will be studied. The link between a shear wall and a grid slab will be reviewed. The purpose of this study was to examine the efficiency of buildings with and without shear walls. In high-intensity earthquakes, evaluate the seismic reactions of comparable conventional and (G+ 10) storied with shear wall structures, and identify the optimal shear wall location in a structure. 5. METHODOLOGY The aim of this study is to see how grid slab and shear wall interacts under earthquake loads. This takes into account multi-story buildings. This study examines the structural behaviour of the structural composition proportionate to the interaction of grid slab and shear wall. Shear walls are provided at particular locations in a multi-story building to mitigate storey-drift and column-shear. 5.1. There are three sections of all structural analysis software: Pre-Processing: Creates the model, as well as gathers and organises all of the data used for the study. Processing: Calculates member forces, stresses, displacements, reactions, etc. Post Processing: the results are displayed. 5.1.2 Seismic Methods of Analysis: Fig 1- ANALYSIS PROCESS 5.I.3 In this attempt, following main cases will be analysed : 2-Conventional R.C.C. structure having grids lab 3-Core type shear wall having grid slab. 4-L type shear wall at the edges having grids lab. 5-Parallel type shear wall along the outskirts. Fig 2- no grid slab and no shear wall. Fig 3- SW at Centre Fig 4- SW at Corners 1-Conventional R.C.C. structure having no grid slab and no shear wall.
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 2867 6. Response spectrum Method: This approach can be used on structures in which all modes except the basic one has a major impact on the structure's response.it is also called Dynamic method. Fig 5- SW at coners with grid slab 7. RESULTS AND CONCLUSION •The storey drift in all systems is within the permitted limits of IS:1893(Part-1) -2002. However, when compared to other models, grid slabs produced superior outcomes. •Grid Slabs are the most effective at resisting lateral loads. As a result, this frame design will have the longest service life. •As the zone collapses, the earthquake hazard will rise as well. Grid slabs with shear walls can be used in these situations. •The Response Reduction Factor plays an important role on the variation of cost. •Earthquake-resistant measures such as shear walls and base isolation can be utilised to improve the structure's efficacy even further. •The frame with grid slabs clearly provides more safety to the designers and it proves to be extremely cost effective. 8. REFERENCES •Lalit Balhar, Dr.J.N.Vyas, Comparative analysis of grid slabs & conventional RC slabs with and without shear wall. •Sagar Jamle, Dr. M.P. Verma, Vinay Dhakad, “Grid Slab Shear Wall Interaction for Multi storied Building under Seismic Forces. •Vishesh P. Thakkar, Anuj K. Chandiwala, Unnati D. Bhagat, Comparative Study of Seismic Behavior of Grid Slab and Conventional RC Framed Structure. •Nipan Bhandar Kayastha, and Rama Debbarma, Seismic performance of reinforced concrete building with grid slab. •Raunaq Singh Suri, Dr. A.K. Jain, A Comparative Study of Grid Slab with Perimeter Beams and Conventional Slab Structures under Seismic Conditions •Atif Mehmood, Parveen Singh, Study of seismic analysis of multi-storey building. •Nilanjan Tarafder, Kamalesh Bhowmik, K. V. Naveen Kumar, Earthquake resistant techniques and analysis of tall buildings. •Manu K V, Naveen Kumar B M, Priyanka S, Comparative study of grid slabs and conventional RC slabs in highly seismic zone. •B. Gireesh Babu, Seismic Analysis and Design of G+7 Residential Building Using STAADPRO. •P. P. Chandurkar , Dr. P. S. Pajgade, Seismic Analysis of RCC Building with and Without ShearWall. •Varsha R. Harne, Comparative Study of Strength of RC Shear Wall at Different Location on Multi-storied Residential Building. •Anand N, Mightraj C, Prince Arulraj G, Seismic Behaviour of RCC Shear Wall Under Different Soil Conditions. •Maikesh Chouhan, Ravi Kumar Makode, Dynamic Analysis ofMulti-Storeyed Frame- Shear Wall Building Considering SSI. •Romy Mohan, Dynamic Analysis of RCC Buildings with Shear Wall. •IS 1893(Part 1):2016, ―Criteria for Earthquake Resistant Design of Structures‖, General provisions and Buildings (Sixth Revision), Bureau of Indian Standards, New Delhi,India. •S.K.Duggal, Earthquake-Resistant Design of Structures(second edition) •Pankaj Agrawal, Manish Shrikhande, Earthquake Resistant Design of Structures.
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