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International Educational Applied Research Journal

E-ISSN NO: 2456-6713
Impact Factor: 5.924

Peer-Reviewed Journal - Equivalent to UGC Approved Journal
Multi-Language Journal (Hindi & English)

MITIGATING LATERAL DRIFT IN MULTISTOREY-BUILDINGS BY OPTIMUM POSITIONING OF SHEAR WALLS

In India, reinforced concrete structures are designed and detailed as per the Indian Code IS 456 (2002). However, structures located in high seismic regions require ductile design and detailing. Provisions for the ductile detailing of monolithic reinforced concrete frame and shear wall structures are specified in IS 13920 (1993).
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EVALUATING DIFFERENT SHEAR WALL PLACEMENTS IN MULTI STOREYED STRUCTURES

Reinforced concrete (RC) buildings often have vertical plate-like RC walls called Shear Walls in addition to slabs, beams and columns. These walls generally start at foundation level and are continuous throughout the building height. Their thickness can be as low as 150mm, or as high as 400mm in high rise buildings.
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