2026· EPJ Web of Conferences· Vol 379, pp. 02007· 0 citations· 10 references
Abstract
This study investigates the dynamic response of G+7 storey reinforced concrete framed building with overhead water tank emphasizing the dynamic effects of liquid sloshing during earthquakes. Using ANSYS Workbench for finite element modelling and applying equivalent static analysis as per IS 1893:2014, the study evaluates structural behaviour under hydrodynamic loading. Results show that the impulsive sloshing mode generates a significant base shear of 1166.97 kN at a time period of 0.813 seconds, indicating the need for strong lateral load-resisting systems. The convective mode, with a longer time period of 1.797 seconds and base shear of 23.84 kN, contributes to prolonged vibrations that require effective damping strategies. Modal analysis highlights Mode 6 as the most critical, with maximum deformation of 0.19995 mm. Storey drift is highest at the lower levels and reduces with height, suggesting the need for targeted seismic design approaches. This research emphasizes the importance of integrating water sloshing effects into the seismic design of buildings and offers practical recommendations for enhancing resilience in earthquake-prone regions.
This study investigates the seismic behavior of T-shaped, L-shaped, and C-shaped buildings with rectangular overhead water tanks, considering the influence of varying water levels (25%, 50%, and 75%) on structural integrity during seismic events. The analysis highlights that T-shaped and Lshaped buildings experience hi...
A. S. Vijay Vikram, S. Santhosh, Yugandhara Kasture et al.· International Journal of Com...· 0 citations
Seismic resilience is critical in the design of modern structural systems, particularly for steel moment‐resisting frames (MRFs). Traditional energy dissipation mechanisms, such as viscous or friction dampers, are effective but often involve high installation and maintenance costs. This study investigates the performan...
Konstantinos N. Kalfas, I. U. A. Chy, Vasileios C. Kamperidis· ce/papers· 0 citations
The seismic resistance of data center is crucial due to its contribution to the ability to maintain business continuity when faced with a high seismic force. In this subject, the current paper aims at performing a comparative analysis of the structural behavior of conventional dual system and modified system equipped w...
Dimas Prasasti Renandhito, J. I. Rastandi, Jessica Sjah· Jurnal PenSil· 0 citations
This study analyses the Moot Court at the University of Bengkulu, Indonesia. The seismic ground response analysis and dynamic analysis are performed. The ground-motion parameters and the intensity of ground shaking are also discussed. The distribution of internal forces and stress ratio is presented. The identification...
L. Z. Mase, Aza Shelina, A. Lubis et al.· Budownictwo i Architektura /...· 0 citations
Seismic retrofitting of existing reinforced concrete (RC) buildings is often required because of deficiencies in their original design, changes in seismic provisions, or increased functional demands. This study evaluates the effectiveness of steel bracing for improving the seismic performance of a ten-story, plan-irreg...
H. Jarrahi, Abbas Sadeghi, S. Vaziri· Research on Engineering Stru...· 0 citations
High-rise reinforced concrete buildings are susceptible to seismic forces due to their slenderness and flexibility, necessitating effective lateral load-resisting systems. This study investigates the optimal placement of shear walls to enhance seismic performance. A seven-story symmetrical building model was developed...
S. Hasibuan, H. Prayuda, A. Alisibramulisi et al.· Media Komunikasi Teknik Sipi...· 0 citations
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