Abstract View

Author(s): Prakhar Singh

Email(s): prakharsinghk5@gmail.com

Address: Structural Engineering SSTC Bhilai, RCET Bhilai C.G.
*Corresponding Author: prakharsinghk5@gmail.com

Published In:   Volume - 38,      Issue - 1,     Year - 2025

DOI: 10.52228/JRUB.2025-38-1-1  

ABSTRACT:
This study presents the structural design and analysis of a G+7 residential building using ETABS software. The building, featuring a regular grid system with 5-meter spacing in both X and Y directions, and a uniform storey height of 3 meters, achieves an overall height of 24 meters. Designed with M30-grade concrete and HYSD 550-grade steel reinforcement, the building adheres to critical Indian Standards, such as IS 456:2000 for reinforced concrete design and IS 1893:2016 for seismic forces. Dead loads, live loads, and seismic forces were considered, with load combinations derived as per IS 875. Advanced analysis techniques, including response spectrum analysis, were employed to assess dynamic behaviour under seismic events. Key parameters such as storey drifts, axial forces, bending moments, and shear forces were evaluated. The study confirmed the structural elements' stability and compliance, with optimized reinforcement details ensuring safety and serviceability. The design demonstrates the integration of advanced computational tools with stringent code adherence for resilient and cost-effective urban infrastructure.

Cite this article:
Singh (2025). Optimized Structural Design of G+7 Residential Buildings: A Modern Approach with ETABS. Journal of Ravishankar University (Part-B: Science), 38(1), pp. 1-26. DOI:DOI: https://doi.org/10.52228/JRUB.2025-38-1-1


References

[1]      H. Ezati, I. Shakibapour, M. Irvani, and S. Defaei, “The influence of hole arrangements on all-steel buckling-restrained brace to accelerate structural fuse function in steel frames,” Results Eng., p. 103890, Jan. 2025, doi: 10.1016/j.rineng.2024.103890.

[2]      A. Abden, M. Al-Shamrani, M. Dafalla, and N. Siddiqui, “Assessment of the performance of spread footings and mat foundations on expansive soils,” Results Eng., vol. 23, Sep. 2024, doi: 10.1016/j.rineng.2024.102782.

[3]      X. Zhang, “Design optimization of irregularity RC structure based on ANN-PSO,” Heliyon, vol. 10, no. 5, Mar. 2024, doi: 10.1016/j.heliyon.2024.e27179.

[4]      M. Wasim, K. Wang, Z. Yuan, M. Jin, A. Abadel, and M. L. Nehdi, “An optimized energy efficient design of a light gauge steel building,” Case Stud. Constr. Mater., vol. 19, Dec. 2023, doi: 10.1016/j.cscm.2023.e02398.

[5]      S. Yıldırım, E. Ünal, and A. Soyluk, “A comparative analysis on architectural design and structural performance of diagrid and hexagrid systems in high-rise steel buildings,” Ain Shams Eng. J., Dec. 2024, doi: 10.1016/j.asej.2024.103146.

[6]      N. Sthapit and N. Sthapit, “Retrofitting of an RC frame building damaged in ‘April 2015 Gorkha earthquake’ in Kathmandu valley,” Prog. Disaster Sci., vol. 11, Oct. 2021, doi: 10.1016/j.pdisas.2021.100192.

[7]      S. I. Yansiku, “Impact of artificially seismic loading on the response of building structure in various site classifications,” J. King Saud Univ. - Eng. Sci., vol. 29, no. 4, pp. 302–312, Oct. 2017, doi: 10.1016/j.jksues.2017.06.002.

[8]      Z. W. Cao, H. B. Fang, X. X. Ma, S. Q. Zhang, and X. Liu, “Evaluation of design method used for a novel type of precast shear wall by experiment and nonlinear time history analysis,” Results Eng., Dec. 2024, doi: 10.1016/j.rineng.2024.102635.

[9]      T. Zahra, Y. Zehra, and S. Ahmad, “Condition assessment and strengthening of residential units,” Case Stud. Constr. Mater., vol. 1, pp. 144–153, Dec. 2014, doi: 10.1016/j.cscm.2014.08.001.

[10]    A. A. M. Belal and A. F. A. Ghobashy, “Distribution of newly recorded benthic polychaetes in Timsah Lake, Suez Canal, Egypt,” Egypt. J. Aquat. Res., vol. 38, no. 3, pp. 171–184, 2012, doi: 10.1016/j.ejar.2012.12.004.

[11]    N. Dahiya, B. Saini, and H. D. Chalak, “Gradient boosting-based regression modelling for estimating the time period of the irregular precast concrete structural system with cross bracing,” J. King Saud Univ. - Eng. Sci., 2021, doi: 10.1016/j.jksues.2021.08.004.

[12]    B. Castillo, S. M. Vides, J. Marulanda, A. R. Ortíz, and P. Thomson, “Seismic performance assessment of a low-rise thin reinforced concrete wall building with unconnected fiber reinforced elastomeric isolators using real-time hybrid simulations,” J. Build. Eng., vol. 89, Jul. 2024, doi: 10.1016/j.jobe.2024.109303.

[13]    F. Li, L. Wang, and Y. Wu, “Seismic response reduction analysis of large chassis base-isolated structure under long-period ground motions,” Earthq. Res. Adv., vol. 1, no. 2, Apr. 2021, doi: 10.1016/j.eqrea.2021.100026.

[14]    H. Bedeir, H. Okail, M. Shedid, and A. Abdelrahman, “Effect of marginal beams on the punching shear capacity of concrete slabs at exterior columns,” Ain Shams Eng. J., vol. 15, no. 8, Aug. 2024, doi: 10.1016/j.asej.2024.102878.

[15]    U. J. Malik, F. A. Najam, S. A. Khokhar, F. Rehman, and R. D. Riaz, “Advancing seismic resilience: Performance-based assessment of mid-rise and high-rise engineered cementitious composite (ECC) Buildings,” Case Stud. Constr. Mater., vol. 20, Jul. 2024, doi: 10.1016/j.cscm.2023.e02732.

[16]    D. Abu-Salma, R. L. Vollum, and L. Macorini, “Influence of flexural reinforcement detailing on punching shear resistance at edge and corner columns of flat slab buildings,” Structures, vol. 61, Mar. 2024, doi: 10.1016/j.istruc.2024.106024.

[17]    S. Bhatta, X. Kang, and J. Dang, “Machine learning prediction models for ground motion parameters and seismic damage assessment of buildings at a regional scale,” Resilient Cities Struct., vol. 3, no. 1, pp. 84–102, Mar. 2024, doi: 10.1016/j.rcns.2024.03.001.

[18]    M. Z. Ozyurt and W. Almannaa, “Effect of modelling the infill wall as a strut element on the structure behaviour,” J. Radiat. Res. Appl. Sci., vol. 17, no. 1, p. 100755, Mar. 2024, doi: 10.1016/j.jrras.2023.100755.

[19]    O. Kırtel et al., “Seismic damage assessment of under-construction industrial buildings: Insights from the february 2023 Türkiye-Syria earthquakes,” Case Stud. Constr. Mater., vol. 21, Dec. 2024, doi: 10.1016/j.cscm.2024.e03507.

[20]    C. Jung, R. Awad, and J. Awad, “A study of optimal design process for complex-shaped skyscrapers’ structural systems in United Arab Emirates,” Ain Shams Eng. J., vol. 13, no. 5, Sep. 2022, doi: 10.1016/j.asej.2021.101683.

[21]    A. Mahrous, B. AbdelRahman, and K. Galal, “Seismic collapse risk assessment and fragility analysis of reinforced masonry core walls with boundary elements using the FEMA P695 methodology,” J. Build. Eng., vol. 98, p. 111225, Dec. 2024, doi: 10.1016/j.jobe.2024.111225.

[22]    R. Katam, S. Neridu, A. K. Sreerama, V. D. K. Pasupuleti, and P. Kalapatapu, “Retrofitting and Strengthening of an RCC Building – A Case Study of Mixed Housing Typology,” in Procedia Structural Integrity, Elsevier B.V., 2024, pp. 72–88. doi: 10.1016/j.prostr.2023.12.008.

[23]    S. Assadi, A. Hashemi, and P. Quenneville, “High performance rocking timber wall with innovative low-damage floor connections,” Structures, vol. 57, Nov. 2023, doi: 10.1016/j.istruc.2023.105075.

[24]    A. Lo Monaco et al., “Seismic Assessment of Typical Historical Masonry Churches in Banat region, Romania - Part I,” in Procedia Structural Integrity, Elsevier B.V., 2023, pp. 2058–2065. doi: 10.1016/j.prostr.2023.01.263.

[25]    A. Banayan-Kermani and K. Bargi, “Seismic collapse assessment of intermediate RC moment frames subjected to mainshock-aftershock sequences,” Results Eng., vol. 20, Dec. 2023, doi: 10.1016/j.rineng.2023.101629.

[26]    M. A. Alhassan, R. Z. Al-Rousan, and S. I. Al-Khasawneh, “Control of Vibrations of Common Pedestrian Bridges in Jordan Using Tuned Mass Dampers,” in Procedia Manufacturing, Elsevier B.V., 2020, pp. 36–43. doi: 10.1016/j.promfg.2020.02.202.

[27]    K. Hu, Y. Yang, S. Mu, and G. Qu, “Study on high-rise structure with oblique columns by ETABS, SAP2000, MIDAS/gen and SATWE,” in Procedia Engineering, 2012, pp. 474–480. doi: 10.1016/j.proeng.2012.01.1054.

[28]    A. R. Simon, F. K. Hridoy, M. Fahim Siddique, and S. A. Safat, “Orientation and location of shear walls in RC buildings to control deflection and drifts,” in Procedia Structural Integrity, Elsevier B.V., 2023, pp. 162–168. doi: 10.1016/j.prostr.2023.06.028.

[29]    M. Naghipour, N. Javadi, and A. Naghipour, “Investigation of RBS connection ductility in eccentrically braced frame,” in Procedia Engineering, 2011, pp. 743–752. doi: 10.1016/j.proeng.2011.07.094.

[30]    A. Deylami and J. Rowghani-Kashani, “Analysis and design of steel plate shear walls using orthotropic membrane model,” in Procedia Engineering, 2011, pp. 3338–3345. doi: 10.1016/j.proeng.2011.07.422.

[31]    M. Sohrabi-Haghighat and P. Ashtari, “Evaluation of Seismic Performance Factors for High-rise Steel Structures with Diagrid System,” KSCE J. Civ. Eng., vol. 23, no. 11, pp. 4718–4726, Nov. 2019, doi: 10.1007/s12205-019-1546-4.

[32]    H. Zhao, “Research on the Health Detection and Seismic Performance Evaluation of High-Rise Buildings,” in Procedia Computer Science, Elsevier B.V., 2023, pp. 21–28. doi: 10.1016/j.procs.2023.11.004.

[33]    Z. Mohammad, A. Baqi, and M. Arif, “Seismic Response of RC Framed Buildings Resting on Hill Slopes,” in Procedia Engineering, Elsevier Ltd, 2017, pp. 1792–1799. doi: 10.1016/j.proeng.2016.12.221.

 

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