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Numerical Modeling of Asymmetric Multistoried Buildings with Steel and Reinforced Concrete Shear Walls

S. Syed Ibrahim, A. Sruthi

Abstract


Structural system of a high-rise building often more pronounced effects than a low-rise building on the financial and architectural aspects. Shear-wall is a structural system (element) that provides stability to the buildings against lateral loads especially, wind and seismic loads in addition to gravity load. The present study consists of numerical modelling of multi-storied residential buildings with and without shear walls using STAAD Pro software. Steel and reinforced concrete shear walls are considered in the models which are placed in multiple positions. It is found from the analysis that the building with shear-wall reduced deflection and level of stress to a very great extent.

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References


Ozkul, T. A., Kurtbeyoglu, A., Borekci, M., Zengin, B., & Kocak, A. (2019). Effect of shear wall on seismic performance of RC frame buildings. Engineering Failure Analysis, 100, 60-75.

Baikerikar, A., & Kanagali, K. (2014). Seismic Analysis of Reinforced Concrete Frame with Steel Bracings. International Journal of Engineering Research & Technology, 3(9).

Chavan, K. R., & Jadhav, H. S. (2014). Seismic Response of RC Building With Different Arrangement of Steel Bracing System. International Journal of Engineering Research and Applications, 4(7), 218-222.

Esmaili, O., Epackachi, S., Samadzad, M., & Mirghaderi, S. R. (2008, October). Study of structural RC shear wall system in a 56-story RC tall building. In The 14th World Conference on Earthquake Engineering, Beijing, China..

Esmaili, O., Epackachi, S., Samadzad, M., & Mirghaderi, S. R. (2008, October). Study of structural RC shear wall system in a 56-story RC tall building. In The 14th World Conference on Earthquake Engineering, Beijing, China.

Kappos, A. J., & Panagopoulos, G. (2004). Performance-based seismic design of 3D R/C buildings using inelastic static and dynamic analysis procedures. ISET Journal of earthquake technology, 41(1), 141-158..

IS: 13920, (1993). Code of Practice for Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces. Bureau of Indian Standards, New Delhi.

IS: 1893 (part-1), (2002). Criteria for earthquake resistant design of structures. Part-1 general provision & buildings, Fifth Revision. Bureau of Indian Standards, New Delhi

IS: 456, (2000). Plain & Reinforced Concrete Code of Practice. Bureau of Indian Standards, New Delhi.

IS: 4326 (2005). Code of Practice for Earthquake Resistant Design and Construction of Building Second Revision. Bureau of Indian Standards, New Delhi.


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