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Stream/Area:
-
Subject:
-
Paper ID:
IJSREM66228
Volume:
10 |
7 |
Jul 2026
Pages:
1-6
Publication Frequency:
Monthly (12 issues per year)
License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.
Department Of Civil Enginneering
Alpine Institute Of Technology, Ujjain
Department Of Civil Enginneering
Alpine Institute Of Technology, Ujjain
Department Of Civil Enginneering
Alpine Institute Of Technology, Ujjain
This study evaluates the seismic and wind performance of a G+30 reinforced concrete building using four structural systems: Core Shear Wall, Radial Outrigger Belt Truss, Perimeter Belt Truss, and Combined Outrigger–Perimeter Belt Truss. The models were analyzed in ETABS using Response Spectrum Analysis as per IS 1893 (Part 1): 2016 and wind analysis as per IS 875 (Part 3): 2015. Structural performance was assessed based on base shear, overturning moment, storey displacement, and storey drift. The results indicate that the Combined Outrigger and Perimeter Belt Truss System (M4) provides the best overall performance by significantly reducing displacement and drift while improving lateral stiffness. The study demonstrates that integrating outrigger and belt truss systems is an effective solution for enhancing the seismic and wind resistance of high-rise reinforced concrete buildings.
KEYWORDS
Based on the results obtained from Response Spectrum Analysis and Wind Load Analysis of the G+30 reinforced concrete building with four different lateral load-resisting systems, the following conclusions are drawn: 1. The Combined Outrigger and Perimeter Belt Truss System (M4) demonstrates the BEST overall structural performance among all four models, with the lowest storey displacement and drift under both seismic and wind loading. 2. Compared to the conventional core shear wall system (M1), Model M4 reduces RSA roof displacement by 10.83% in the X-direction and 9.67% in the Y-direction. Under wind loading, the reduction is even more significant at 24.02% in the X-direction and 20.96% in the Y-direction. 3. The incorporation of outrigger and belt truss systems significantly increases lateral stiffness. M2 and M4 attract higher base shear under RSA, confirming that stiffer structures engage more seismic mass but provide better resistance against lateral forces. 4. The overturning moment is maximum for Model M4 (Combined system), indicating its superior ability to resist the "toppling" effect induced by lateral loads. 5. Storey drift values for all four models are well within the permissible limit of 12 mm specified by IS 1893 (Part 1): 2016. However, Model M4 exhibits the minimum drift, ensuring superior serviceability and reduced non-structural damage during earthquakes. 6. The combined action of radial outriggers and perimeter belt trusses in Model M4 effectively distributes lateral forces to the exterior columns, reduces core rotation, and enhances the global stiffness of the structure. 7. Based on the overall evaluation, the performance ranking of the structural systems is: M4 > M2 > M3 > M1. 8. For high-rise reinforced concrete buildings (G+30 and above) located in Seismic Zone IV, the Combined Outrigger and Perimeter Belt Truss System (M4) is highly recommended as the most efficient lateral load-resisting system for ensuring safety, stability, and serviceability.
[1] Nair R. S., "Belt Trusses and Basements as Virtual Outriggers for Tall Buildings," Engineering Journal, Vol. 35, No. 4, pp. 140-146, 1998. [2] Po Seng Kian and Frits Torang Siahaan, "The Use of Outrigger and Belt Truss System for High-Rise Concrete Buildings," Dimensi Teknik Sipil, Vol. 3, No. 1, pp. 36-41, 2001. [3] Bayati Z., Mahdikhani M. and Rahaei A., "Optimized Use of Multi-Outriggers System to Stiffen Tall Buildings," Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, 2008. [4] Herath N., Haritos N. and Ngo T., "Behaviour of Outrigger Beams in High-Rise Buildings under Lateral Loads," Australian Journal of Structural Engineering, Vol. 10, No. 2, 2010. [5] Kamgar R. and Rahgozar R., "Determination of Optimum Location for Flexible Outrigger Systems in Steel Tall Buildings Subjected to Earthquake Loads,"International Journal of Steel Structures, Vol. 17, No. 2, 2017. [6] Sangtiani et al., "Comparative Study of Tall Buildings with Conventional, Shear Wall, and Core Outrigger Systems," 2017. [7] Shelke and Kawade, "Dynamic Analysis of G+50 Building with Shear Wall, Outrigger, and Tube-in-Tube Systems," 2022. [8] Smith B. S. and Coull A., "Tall Building Structures: Analysis and Design," John Wiley & Sons, New York, 1991. [9] Taranath B. S., "Structural Analysis and Design of Tall Buildings: Steel and Composite Construction," CRC Press, Boca Raton, Florida, 2016.
Publication Date
7/18/2026
Peer Review Type
Double-Blind Peer Review
Review Rounds: 2
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