Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Title A name given to the resource Faculty Publications Conference Paper Faculty Publications- Conference Papers Dublin Core The Dublin Core metadata element set is common to all Omeka records, including items, files, and collections. For more information see, http://dublincore.org/documents/dces/. Creator An entity primarily responsible for making the resource Sudhir, M.R.; Pradhan, Arpan; Beulah, M. Title A name given to the resource Comparative Analysis of Composite Column Capacity Estimation in International Codes Date A point or period of time associated with an event in the lifecycle of the resource 01-01-2025 Source A related resource from which the described resource is derived E3S Web of Conferences;Volume;648;Issue;;Article No.;1008; Identifier An unambiguous reference to the resource within a given context <a href="https://doi.org/10.1051/e3sconf/202564801008" target="_blank" rel="noreferrer noopener">https://doi.org/10.1051/e3sconf/202564801008</a> <br /><br /><a href="https://www.scopus.com/pages/publications/105017157195?origin=resultslist" target="_blank" rel="noreferrer noopener">https://www.scopus.com/pages/publications/105017157195?origin=resultslist</a> Coverage The spatial or temporal topic of the resource, the spatial applicability of the resource, or the jurisdiction under which the resource is relevant Sudhir M.R., Department of Civil Engineering, School of Engineering &amp; Technology, CHRIST (Deemed to Be University), Karnataka, Bangalore, India; Pradhan A., Department of Civil Engineering, School of Engineering &amp; Technology, CHRIST (Deemed to Be University), Karnataka, Bangalore, India; Beulah M., Department of Civil Engineering, School of Engineering &amp; Technology, CHRIST (Deemed to Be University), Karnataka, Bangalore, India Description An account of the resource The primary function of a building, bridge or any structural system is to transmit loads safely from the superstructure to the foundation. The columns play a critical role in this function, and any inaccuracies in load prediction can lead to catastrophic damage. Hence, the evaluation of a column's strength assumes considerable importance. Upon this premise, this research aimed to investigate the strength prediction of M40 grade concrete columns subjected to uniaxial compression loading. The experimental loading capacities of various columns were compared with the evaluated loads as per the Indian Standard code (IS 456:2000), British Standard (BS 8110-1:1997), American Concrete Institute (ACI 318-14) and European Standard (EN 1994-1-1 (2004)). It was observed that the partial safety factors and design philosophies in these codes were different. The experimental results suggested that the load-carrying capacities experimentally determined of the tested columns compare well with the capacities recommended by the IS code and the BS code for columns. In contrast, the other two codes have vastly different column capacity assessments due to higher partial safety factors. It is concluded that all four codes have evolved based on different design philosophies and, hence, have varying partial safety factors. Thus, a direct code comparison is not appropriate. The Authors, published by EDP Sciences, 2025. Publisher An entity responsible for making the resource available EDP Sciences Relation A related resource ISSN: 25550403; Language A language of the resource English Type The nature or genre of the resource Conference paper Rights Information about rights held in and over the resource All Open Access; Gold Open Access; Green Open Access Format The file format, physical medium, or dimensions of the resource online