Controlling of Drift and Deflection of RC Buildings in Bangladesh with respect to Aspect Ratio and Breadth to Length Ratio

Fariha, Zeba; Bhuiyan, M.A. Bashar; Islam, Redwan-Ul-; Islam, Rafszanul

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dc.contributor.author	Fariha, Zeba
dc.contributor.author	Bhuiyan, M.A. Bashar
dc.contributor.author	Islam, Redwan-Ul-
dc.contributor.author	Islam, Rafszanul
dc.date.accessioned	2022-12-15T07:06:20Z
dc.date.available	2022-12-15T07:06:20Z
dc.date.issued	2022-05-30
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A, vol. 98, no. 3, pp. 245–256, Sep. 2017, doi: 10.1007/s40030-017-0216-0. [33] Khan Mahmud Amanat, “Government of the People’s Republic of Bangladesh Ministry of Housing and Public Works Notification Title, Purpose, Scope, Etc,” 1426. [34] R. Bongilwar, V. R. Harne, and A. Chopade, “Significance of Shear Wall in MultiStorey Structure with Seismic Analysis,” in IOP Conference Series: Materials Science and Engineering, 2018, vol. 330, no. 1. doi: 10.1088/1757-899X/330/1/012131. [35] S. Singh and S. K. Singh, “Traffic Volume Survey Analysis of the Road Connecting Career Point University,” no. October, 2016. [36] R. Kalyani and B. Mayur, “Effect of Zone Factor on Seismic Performance of MultiStoried RC Frame,” J. Eng. Res. Appl. www.ijera.com, vol. 8, pp. 32–39, 2018, doi: 10.9790/9622-0805033239.	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/1614
dc.description	Supervised by Dr. Md. Tarek Uddin, PEng. Professor, Department of Civil and Environmental Engineering (CEE), Islamic University of Technology (IUT), Board Bazar, Gazipur, Bangladesh, This thesis is submitted in partial fulfillment of the requirements for the degree of Bachelor of Science in Civil and Environmental Engineering, 2022.	en_US
dc.description.abstract	Lateral forces (wind, seismic) generated in RCC building may cause the structure to collapse. Shear wall is one of the effective ways to provide resistance against lateral loads. The present study focuses on drift and defection control of RC symmetrical building by providing core and corner shear walls. Different failure criteria were determined in four seismic zones (Zone-1 to Zone-4) in Bangladesh, based on aspect ratio and proposed breadth to length ratio (B/L ratio). Equivalent Static Analysis in ETABS V.2016 was used to analyze three distinct breadth-to-length ratios – 1, 0.7, and 0.4 for each zone without shear wall and with both core and corner shear walls. Results revealed that corner shear walls acted efficiently compared to core walls to resist lateral loads, drift, and deflection. A descending failure pattern and an incremental tendency of spectral acceleration were observed from lower to higher seismic zones for corresponding breadth to length ratios (B/L).	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering (CEE), Islamic University of Technology(IUT)	en_US
dc.subject	Breadth to length ratio (B/L), Aspect ratio, Equivalent Static Analysis, Core wall, Corner wall, Lateral loads To enable screen reader support, press Ctrl+Alt+Z To learn about keyboard shortcuts, press Ctrl+slash	en_US
dc.title	Controlling of Drift and Deflection of RC Buildings in Bangladesh with respect to Aspect Ratio and Breadth to Length Ratio	en_US
dc.type	Thesis	en_US