Original Article ISSN (Online): 2582-7472 ShodhKosh: Journal of Visual and Performing Arts June 2024 5(6), 170–178 How to cite this article (APA): Wankhede, D.G., Kulkarni, A.G., and Lamba, A. (2024). The Influence of Viscous Dampers and Base- Isolated Viscous Dampers on Enhancing Bridge Performance in Seismically Active Areas. ShodhKosh: Journal of Visual and Performing Arts, 5(6), 170–178. doi: 10.29121/shodhkosh.v5.i6.2024.3750 170 THE INFLUENCE OF VISCOUS DAMPERS AND BASE-ISOLATED VISCOUS DAMPERS ON ENHANCING BRIDGE PERFORMANCE IN SEISMICALLY ACTIVE AREAS Dhiraj Gunwant Wankhede 1 , Dr. Anant G. Kulkarni 2 , Dr. Akshit Lamba 3 1 https://orcid.org/0009-0002-3476-4984 KALINGA University 5R8C+R76, near Mantralaya, Kotni, Atal Nagar-Nava Raipur, Chhattisgarh 492101 India 2 Siddhivinayak Technical Campus, Shegaon, Maharashtra 444203 India 3 KALINGA University 5R8C+R76, near Mantralaya, Kotni, Atal Nagar-Nava Raipur, Chhattisgarh 492101 India ABSTRACT The primary objective of this research paper is to investigate the effectiveness of Viscous Dampers and Viscous Dampers with Base Isolation in bridge construction, particularly for minimizing displacement during seismic events. As seismic resilience becomes increasingly crucial in the design and construction of bridges, this study seeks to explore how integrating a viscous damper with base isolation can significantly reduce structural displacement and enhance overall performance under dynamic loading conditions. In this research, artificial intelligence programming in Python will be employed to simulate and analyze the behavior of viscous dampers within bridge systems. Key parameters such as mass, frequency, sway frequency, wind load, seismic load, correlation heatmaps, and displacement will be evaluated to understand the dynamic interaction between the damping systems and bridge performance. The study will leverage machine learning techniques to process large datasets and identify patterns that inform the optimal design and placement of viscous dampers and base isolation units. The research will provide a detailed analysis of how these damping technologies affect the seismic response of bridges, offering insights into their role in reducing structural damage and enhancing safety. Additionally, the findings will assist engineers in making data- driven decisions to improve the seismic resilience of bridge structures. Ultimately, this study aims to contribute valuable knowledge for advancing the use of innovative damping solutions, ensuring safer, more resilient infrastructure capable of withstanding seismic hazards. Corresponding Author Dhiraj Gunwant Wankhede, dhirajwankhede205@gmail.com DOI 10.29121/shodhkosh.v5.i6.2024.375 0 Funding: This research received no specific grant from any funding agency in the public, commercial, or not-for-profit sectors. Copyright: © 2024 The Author(s). This work is licensed under a Creative Commons Attribution 4.0 International License. With the license CC-BY, authors retain the copyright, allowing anyone to download, reuse, re-print, modify, distribute, and/or copy their contribution. The work must be properly attributed to its author. Keywords: Viscous Damper, Viscous Damper with Base Isolation, Natural Frequency, Sway Frequency, Correlation Heatmap, Displacement 1. INTRODUCTION In modern bridge engineering, mitigating the effects of dynamic loads such as seismic activity, wind, and traffic-induced vibrations is critical for ensuring structural integrity and longevity. Viscous dampers and base isolation systems have emerged as effective solutions for enhancing bridge performance under these dynamic conditions. This paper explores the integration of viscous dampers and viscous dampers with base isolation in bridge construction to reduce vibrations, minimize displacement, and improve overall structural safety.