| 1
| "Experimental investigation on clip angle bolted connection between two cold-formed steel channels”. | Structures and Buildings, Proceedings of the Institution of Civil Engineers, DOI: 10.1680/jstbu.18.00134.
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| 2
| "Performance of CFS Beam-to-Beam Bolted Connection Using Clip Angle and Flange Strip: Experimental Investigation.” | Journal of Structural Engineering (ASCE), DOI:10.1061/(ASCE)ST.1943-541X.0002390.
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| 3
| "Experimental study on beam-to-column clip angle bolted connection”. | Thin-Walled Structures, DOI: 10.1016/j.tws.2019.04.048.
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| 4
| "Structural performance on bolted sleeved connections between two CFS channel sections subjected to combined bending and shear”. | Structures, DOI: 10.1016/j.istruc.2019.06.026.
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| 5
| “Experimental Study on Ultimate Strength of Bolted L Shaped Sleeve Joints between Cold-Formed Steel Channel Sections.” | Journal of Constructional Steel Research, DOI: 10.1016/j.jcsr.2020.106022.
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| 6
| “Comparative Experimental Studies on the Web Cleat Bolted CFS Beam to Column Connection.” | Journal of Constructional Steel Research, DOI: 10.1016/j.jcsr.2020.106080.
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| 7
| “Effectiveness of Web Cleat Bolted Connections for Beam-to-Column CFS Sections”. | (Under review)
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| 8
| “Effect of Staggered Bolted Connections on CFS Channel Sections”. | Journal of Constructional Steel Research DOI: 10.1016/j.jcsr.2020.106215.
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| 9
| “Rotational behavior of cold-formed steel beams connected through clip angles.” | Proceedings of the 8th European Conference on Steel and Composite Structures, ce/papers, 1: 1580–1589 Copenhagen, Denmark, 2017. https://doi.org/10.1002/cepa.20.
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| 11
| “Experimental Investigation on Bolted Sleeve Connection between Two CFS Channels.” | Proceedings of International Conference on Composite Materials and Structures (ICCMS-2017), Hyderabad, India, pp. 1104-1113.
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| 12
| “Bolted Connection Between the CFS Beam-to-Column Through Clip Angle”. | FACE 2019, Mahindra Ecole Centrale, Hyderabad, 30th - 31stAugust 2019.
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| 13
| “Experimental study on staggered bolted connection using CFS channel section subjected to tensile load”. | Proceedings of the 9th European Conference on Steel and Composite Structures, 9–11 September 2020 at The University of Sheffield, UK (Abstract Accepted).
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