Radhakrishna G. Pillai
Research Interest(s) : Structural Concrete,
Structural Health Monitoring,
Prestressed Concrete Structures.
Tentative Thesis Title : Flexural Behaviour of Pre-tensioned Bridge Girders subjected to chloride induced corrosion in strands
Year of Graduation : May 2018 Research Interest(s) : Reinforced concrete; Earthquake engineering; Retrofitting and rehabilitation; Experimental techniques; Non-linear analysis; Computational mechanics; Textile and fibre reinforced concrete Thesis Title : Seismic strengthening of shear-critical short columns in reinforced concrete buildings
Appa Rao G.
Year of Graduation : July 2010 Research Interest(s) : High Rise Building, Structural Audit and Health Monitoring, RC structures, Infrastructures and build spaces Thesis Title : Evaluation of shear strength and effective width of reinforced concrete exterior beam-column joints Organization: Ashoka Structural Consultants, Pune
Amlan Kumar Sengupta
Year of Graduation : July 2010 Research Interest(s) : High Rise Building, Structural Audit and Health Monitoring, RC structures, Infrastructures and build spaces Thesis Title : Evaluation of Shear Strength and Effective Width of Reinforced Concrete Exterior Beam-Column Joints Organization: Ashoka Structural Consultants, Pune
Dr. Aparup Biswal
Meher Prasad A.
Year of Graduation : September 2022Thesis Title : INFLUENCE OF CONNECTION DETAILING ON THE BEHAVIOUR OF GROUTED VERTICAL JOINTS BETWEEN PRECAST CONCRETE WALL PANELS
Mr. Asokan Adukadukam
Year of Graduation : 2006Thesis Title : Modelling of masonry infill walls for nonlinear static analysis of buildings under seismic loads
Mr. Rama Mohana Rao Perla
Year of Graduation : 2007Thesis Title : Evaluation of the poisson's effect in reinforced concrete panels under biaxial tension-compression
Mr. Deepak Krishnan M. A.
Year of Graduation : 2010Thesis Title : Investigations on strength and behaviour of simply supported unbonded post-tensioned beams
Ms. Payal K. Firodiya
Year of Graduation : 2013Thesis Title : Evaluation of corrotion rates of reinforcing bars and assessment of diterioration of flexural capacity of road bridge grinders