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ANNA UNIVERSITY, CHENNAI

Dr. S. Rahima Shabeen, Ph.D

Assistant Professor (Sl.Gr.) & Deputy Director (Centre for Alumni Relations and Corporate Affairs)

Dr. S. Rahima Shabeen, Ph.D

Assistant Professor (Sl.Gr.) & Deputy Director (Centre for Alumni Relations and Corporate Affairs)
rahima@annauniv.edu

International Journals

  • Sravan Ashwin, A., Arunachalam, P., M. K, S., Rahima Shabeen, S.(2022), “Seismic Energy Dissipation Systems–A Review”, Australian Journal of Structural Engineering, 2022, 23(1), pp. 1–25.
  • Rahima Shabeen, S., Aravind Krishnan, K. (2022),Application of lean manufacturing using value stream mapping (VSM) in precast component manufacturing: A case study, Materials Today: Proceedings, 2022, 65, pp. 1105–1111 .
  • RahimaShabeen S, P Alagusundaramoorthy (2021), GFRP Stiffened Plate with Square Cutout under Axial and Out-of-Plane Load, Polymers, 13 (8), 1185.
  • RahimaShabeen S, R Sekar (2020), Buckling Analysis of Pultruded Glass Fiber Reinforced Polymer (GFRP) Angle Sections, Polymers. 12 (11), 2532
  • S Vignesh, RahimaShabeen S (2019), Analysis of Safety and Health Management in Construction Industry, International Journal of Research and Analytical Reviews 6 (2).
  • VP Vipin, RahimaShabeen. S (2019), Factors Affecting Material Management in Construction Industry, International Journal of Recent Technology and Engineering. 8(3),
  • RahimaShabeen. S, S Gowtham (2016), Behaviour of Cold Formed Steel Modified Section Under Eccentric Compressive Load, Structural Engineering Convention. (SEC2016), 298, 2016
  • N Selvaraj, RahimaShabeen. S (2014), Analysis of RC Beams Strengthened with CFRP,Advances in Civil Engineering and Chemistry of Innovative Materials. ACECIM 14,
  • R Sundaravadivelu, P Alagusundaramoorthy, M Suneel Kumar, S. Rahima Shabeen (2010), Ultimate Strength of Steel and Glass Fibre Reinforced Composite Plates With Square Opening Under Axial and Out of Plane Loads, International Conference on Offshore Mechanics and Arctic..
  • SJ Mohan, S RahimaShabeen (2006), GMS Knight,Behaviour of cold formed lipped angles in transmission line towers, Thin-walled structures. 44 (9), 1017-1030,