S. Suriya Prakash
Cited by
Cited by
Seismic performance of circular RC columns subjected to axial force, bending, and torsion with low and moderate shear
S Prakash, A Belarbi, YM You
Engineering Structures 32 (1), 46-59, 2010
Mechanical behavior of sustainable hybrid-synthetic fiber reinforced cellular light weight concrete for structural applications of masonry
M Rasheed, SS Prakash
Construction and Building Materials 98 (10.1016/j.conbuildmat.2015.08.137 …, 2015
Strength and Ductility of Innovative Hybrid NSM Reinforced and FRP Confined Short RC Columns under Axial Compression
M Chellapandian, SS Prakash, A Sharama
Composite Structures, 2017
A Study on Residual Compression Behavior of Structural Fiber Reinforced Concrete Exposed To Moderate Temperature Using Digital Image Correlation
G Srikar, A Ganganagoudar, SS Prakash
International journal of concrete structures and materials 10 (1), 75-85, 2016
Nonlinear finite-element analysis of RC bridge columns under torsion with and without axial compression
T Mondal, S Prakash
Journal of Bridge Engineering, 11, 2015
Analytical and finite element studies on hybrid FRP strengthened RC column elements under axial and eccentric compression
M Chellapandian, SS Prakash, A Rajagopal
Composite Structures 184, 234-248, 2018
Behavior of circular and square reinforced concrete bridge columns under combined loading including torsion
SS Prakash, Q Li, A Belarbi
ACI Structural Journal 109 (3), 317, 2012
Experimental evaluation of bonded overlay and NSM GFRP bar strengthening on flexural behavior of precast prestressed hollow core slabs
SS Prakash, P Kankeri
Engineering Structures 120 (10.1016/j.engstruct.2016.04.033), 49-57, 2016
Load resistance of masonry wallettes and shear triplets retrofitted with GFRP composites
SS Prakash, P Alagusundaramoorthy
Cement and Concrete Composites 30 (8), 745-761, 2008
Experimental Study on Compressive Behavior of GFRP Stiffened Panels using Digital Image Correlation
N Kolanu, SS Prakash, M Ramji
Ocean Engineering 114 (10.1016/j.oceaneng.2016.01.034), 290–302, 2016
Efficient Near Surface Mounted CFRP Shear Strengthening of High Strength Prestressed Concrete Beams – An Experimental Study
K Vikas, M Chellapandian, SS Prakash
Composite Structures 180, 16-28, 2017
Behavior of hybrid-synthetic fiber reinforced cellular lightweight concrete under uniaxial tension–Experimental and analytical studies
MA Rasheed, SS Prakash
Construction and Building Materials 162, 857-870, 2018
Analytical and Finite Element Studies on Behavior of FRP Strengthened RC Beams under Torsion
A Ganganagoudar, TG Mondal, SS Prakash
Composite Structures, 1-13, 2016
Towards damage-based design approach for RC bridge columns under combined loadings using damage index models
SS Prakash, A Belarbi
Journal of Earthquake Engineering 14 (3), 363-389, 2010
Experimental and finite element studies on the flexural behavior of reinforced concrete elements strengthened with hybrid FRP technique
M Chellapandian, SS Prakash, A Sharma
Composite Structures 208, 466-478, 2019
Load resistance and failure modes of GFRP composite strengthened hollow core slabs with openings
SKS Pachalla, SS Prakash
Materials and Structures 50 (1), 3, 2017
Effect of tension stiffening on the behaviour of reinforced concrete circular columns under torsion
Tarutal Ghosh Mondal , S. Suriya Prakash
Engineering Structures 92 (1), 186-195, 2015
Effect of spiral reinforcement on flexural-shear-torsional seismic behavior of reinforced concrete circular bridge columns
A Belarbi, S Prakash, YM You
Struct. Eng. Mech 33 (2), 137-158, 2009
Emergency repair of severely damaged reinforced concrete column elements under axial compression: An experimental study
S Jain, M Chellapandian, SS Prakash
Construction and Building Materials 155, 751-761, 2017
A study on the efficiency of steel vs. synthetic vs. hybrid fibers on fracture behavior of concrete in flexure using acoustic emission
A Bhosale, MA Rasheed, SS Prakash, G Raju
Construction and Building Materials 199, 256-268, 2019
The system can't perform the operation now. Try again later.
Articles 1–20