Erudite Journal of Engineering, Technology and Management Sciences 2024-06-22T10:39:16+00:00 Editor Open Journal Systems <h1><strong style="font-size: 24px;">Our Vision</strong></h1> <p>Our vision encompasses publishing progressive peer-reviewed research articles par excellence using the open-access model of publication, without any constraint, financial, or other imposed on the readers. Our aim is to build mutually beneficial and long-lasting relationships with our authors and provide them full support throughout the publishing and the post-publishing processes. The Erudite Journal of Engineering Technology and Management Sciences (EJETMS) accepts submissions of a wide range of article types, including original research, reviews and feature articles. The author information section provides specific article requirements to help you turn your research into an article suitable for EJETMS.</p> <p><strong>Mode of Publication: </strong>Online (E-ISSN: 2583-2131)</p> <p><strong>Frequency of Publication: </strong>Quarterly</p> <p><strong>Language: </strong>English</p> <p><strong>Review Time (Duration in Days): </strong>10 working days</p> <p><strong>Articles can be submitted at: </strong>,</p> <p><strong>Contact us: </strong>, or +91-7382747210</p> Seismic Response Analysis of Concrete Gravity Dams Using ABAQUS 2024-06-22T10:23:14+00:00 Ram Kishun Saithawar Arun Kumar Yadav Himal Tamang Sulav Pandey Manoj Kumar Mahara P Narasimha Reddy <p>Extensive study is currently being conducted on the safety of existing dams against seismic stresses and the design of new dams that can withstand earthquakes. The design and safety evaluation of earthquake-resistant dams relies on a dependable analytical approach that can accurately determine the stresses and deformations caused by earthquakes. Hence, this study aims to conduct a modal analysis, examine the impact of hydrostatic forces, and assess the effects of dynamic loads on the dam with both rigid and flexible foundations using ABAQUS. The current study used the ABAQUS software to do modal, static, and dynamic analysis of the Koyna dam in Maharastra, India. The dam is subjected to dynamic analysis in two scenarios: one with a hard basis and the other with a flexible base..</p> 2024-04-10T00:00:00+00:00 Copyright (c) 2024 Erudite Journal of Engineering, Technology and Management Sciences