Advanced International Journal for Research

E-ISSN: 3048-7641   •   Impact Factor: 9.11

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Volume 7 Issue 3
May-June 2026

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Performance Evaluation of Shear Wall Positioning and Bracing System in RCC Building

Author(s) Sai Shailesh Jadhav, Purva Anand Aware, Vaishnavi Gunvant Gosavi, Ganesh Wayal
Country India
Abstract Although the behavior of high rise structures are studied and better solutions are made available for architects and designers to select appropriate structural systems for high rise buildings, yet it still remains as a challenge. While selecting a suitable structural system for a particular building one should make an attempt to measure its behavior in many ways like economy, strength, aesthetics etc. Hence there is + to study of behavior of various structural systems in building. The present paper deals with the study of behavior of G+10 RCC Residential irregular building in seismic zone V; to investigate the behavior of Shear wall System braced with bracings. Keywords: Structural systems, Shear wall, Diagonal Bracing, Cross Bracing, Chevron bracing, Irregular building.Tall structures also experience horizontal displacement or deflection under earthquake loads. To prevent this lateral displacement of the structure from becoming excessive, the structure must be reasonably stiff to resist the lateral forces. The bracing system is a system of members and connections that resists lateral deflection of a structure. Members of braced frames are subjected to tension and compression. Therefore, their design is similar to that of a gantry and there are many methods for their design based on various mechanisms.
Keywords Tall Buildings, X, Bracing, zone , Response Spectrum Method, software, shear wall.
Field Engineering
Published In Volume 7, Issue 3, May-June 2026
Published On 2026-05-20
DOI https://doi.org/10.63363/aijfr.2026.v07i03.5743
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