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                <text>Conference Papers</text>
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    <name>Conference Paper</name>
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              <text>Seismic Performance Assessment of Reinforced Concrete Frames: Insights from Pushover Analysis</text>
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              <text>Ductility; Non-linear analysis; RC frames; Shear capacity</text>
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              <text>This paper offers a comprehensive exploration of the seismic response of Reinforced Concrete (RC) frames examined through pushover analysis. The frames analyzed are designed as per IS 13920 and IS 456 for different levels of earthquake intensities and different levels of axial loads. Nonlinear analysis techniques have gained prominence in assessing the response of RC frames, especially when subjected to extreme loading events or when accurate predictions of structural behavior are required beyond the linear elastic range. The study aims to delve into the structural behavior of RC frames under seismic influences, employing pushover analysis as the principal analytical tool. With a focus on assessing the effectiveness and reliability of pushover analysis, the research endeavors to elucidate the seismic performance of RC frames while considering their response to different seismic zones and axial loading scenarios. The methodology involves conducting a series of pushover analyses on RC frames using advanced structural analysis software. The results obtained are meticulously analyzed to discern the shear capacities and ultimate displacements of the frames, by investigating the displacement versus shear capacity relationship across varying seismic zones and axial loading scenarios. Through this comprehensive investigation, the paper aims to enhance our understanding of the seismic behavior of RC frames and will provide valuable insights for seismic design.  The Author(s), under exclusive license to Springer Nature Switzerland AG 2024.</text>
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              <text>Umwi D.; Alex J.</text>
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              <text>Lecture Notes in Civil Engineering, Vol-607, pp. 979-987.</text>
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              <text>Springer Science and Business Media Deutschland GmbH</text>
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              <text>2024-01-01</text>
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              <text>&lt;a href="https://doi.org/10.1007/978-3-031-70431-4_72" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1007/978-3-031-70431-4_72&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85215303286&amp;amp;doi=10.1007%2F978-3-031-70431-4_72&amp;amp;partnerID=40&amp;amp;md5=cf7a44fb195c1ca87e631103b3cf4263" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85215303286&amp;amp;doi=10.1007%2f978-3-031-70431-4_72&amp;amp;partnerID=40&amp;amp;md5=cf7a44fb195c1ca87e631103b3cf4263&lt;/a&gt;</text>
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              <text>ISSN: 23662557; ISBN: 978-303170430-7</text>
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              <text>Umwi D., Department of Civil Engineering, CHRIST (Deemed to be) University, Bengaluru, India; Alex J., Department of Civil Engineering, CHRIST (Deemed to be) University, Bengaluru, India</text>
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