Seismic Analysis and Design of an RCC Twisted Building Using with ETAB

Volume: 10 | Issue: 1 | Year 2024 | Subscription
International Journal of Structural Engineering and Analysis
Received Date: 05/31/2024
Acceptance Date: 06/12/2024
Published On: 2024-06-13
First Page: 47
Last Page: 59

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By: Vivek Jagtap, Durgesh Lambe, Apurva More, Pratibha Powar, Manavi Bharekar, and S.P. Salunkhe

1-5Student, Department of Civil Engineering, RD’ Shri Chatrpati Shivajiraje College of Engineering, Dhangwadi, Bhor, Pune, Maharashtra, India
6HOD, Department of Civil Engineering, RD’ Shri Chatrpati Shivajiraje College of Engineering, Dhangwadi, Bhor, Pune, Maharashtra, India

Abstract

This paper investigates the structural behavior of reinforced concrete (RCC)-twisted buildings
subjected to seismic loads using ETABS software. The study focuses on analyzing various degrees of
twist in RCC-twisted buildings, specifically examining the angles of 1.5, 2, 2.5, 3, and 3.5 degrees per
floor. The study looks at how these different twist rates affect important structural parameters like base
shear, story displacement, and story drift through detailed modeling and analysis in ETABS. The
objective of this project is to determine the optimal angle of twist for RCC twisted buildings to ensure
structural integrity and performance under seismic conditions. By systematically analyzing twisted
buildings with incremental twist angles of 1.5, 2, 2.5, 3, and 3.5 degrees per floor, the study aims to
identify the relationship between the rate of twist and the resultant seismic behavior of the structures.
The results obtained from the ETABS simulations will be presented in detailed graphs and tables,
illustrating the variations in story displacement, story drift, and base shear for different twist angles
across multiple storys. Ultimately, this research seeks to enhance the understanding of how twisting
impacts the seismic resilience of tall buildings, providing valuable insights for the design and
construction of safer, more efficient RCC-twisted structures. The findings of this study will contribute
to the development of guidelines and best practices for engineers and architects involved in the design
of twisted high-rise buildings in seismically active regions.

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Citation:

How to cite this article: Vivek Jagtap, Durgesh Lambe, Apurva More, Pratibha Powar, Manavi Bharekar, and S.P. Salunkhe, Seismic Analysis and Design of an RCC Twisted Building Using with ETAB. International Journal of Structural Engineering and Analysis. 2024; 10(1): 47-59p.

How to cite this URL: Vivek Jagtap, Durgesh Lambe, Apurva More, Pratibha Powar, Manavi Bharekar, and S.P. Salunkhe, Seismic Analysis and Design of an RCC Twisted Building Using with ETAB. International Journal of Structural Engineering and Analysis. 2024; 10(1): 47-59p. Available from:https://journalspub.com/publication/seismic-analysis-and-design-of-an-rcc-twisted-building-using-with-etab/

Refrences:

1. Davidson SS, Kumar AS. Study on the effect of swimming pool as tuned mass damper. Int J Eng
Res Technol. 2018;6(06):1–5.
2. Rawat A, Matsagar V, Nagpal AK. Seismic analysis of steel cylindrical liquid storage pool using
coupled acoustic-structural finite element method for fluid-structure interaction. Int J Acoust
Vibrat. 2020;25(1):27–34.
3. Chaudhary S, Suthar A. Case study on seismic analysis of RC frame building with surmounted
water tank as tuned liquid damper. Int Res J Eng Technol. 2020;7(12):1253–1257.
4. Toussi IB, Kianoush R, Mohammadian A. Numerical and experimental investigation of rectangular
liquid-containing structures under seismic excitation. Infrastruct. 2020;6(1):1–25.
doi:10.3390/infrastructures6010001.
5. Vijay PM, Prakash A. Analysis of sloshing impact on overhead liquid storage structures. Int J Res
Eng Technol. 2014;2(8):127–142.
6. Shrimali MK. Seismic response of elevated liquid storage steel tanks under bi-direction excitation.
Steel Struct. 2007;7(4):239–251.
7. Krishna DVSN. Seismic analysis of RCC elevated liquid storage pool with different supporting
systems and their behaviour in various earthquake zones. J Eng Sci. 2020;12(2):89–98.
8. Balaji KVGD, Kumar TS, Kumar BS, Babu KC. Impact of revised code provisions of seismic and
wind loads on RCC elevated water tanks. Int J Innov Technol Explor Eng. 2019;8(11):1216–1221.
doi:10.35940/ijitee.J9341.0981119.
9. Tuong BPD, Huynh, PD, Bui, TT et al. Numerical analysis of the dynamic responses of multistory
structures equipped with tuned liquid dampers considering fluid-structure interactions. Open Constr
Build Technol J. 2019;13(1):289–300. doi:10.2174/1874836801913010289.
10. Aware RJ, Mathada VS. Seismic analysis of cylindrical liquid storage tank. Int J Sci Res.
2015;4(12):552–557.
11. Lanjewar A, Mantri R. Seismic performance of multistorey building founded on slopes with
swimming pool. Int J Res Eng Appl Manag. 2019;5(2):75–82