Fluid–Soil–Structure Interaction
Coupled modelling of seawater, seabed soil and structure to capture hydrodynamic and soil effects on seismic response.
PhD Research Scholar · Structural & Earthquake Engineering
School of Civil Engineering
Tianjin University, Tianjin, China
My research focuses on the seismic behaviour of offshore structures, in particular the coupled fluid–soil–structure interaction that governs the foundation demand of offshore wind turbines. I study how seawater, seabed soil and the angle at which seismic waves arrive (oblique incidence) change structural response, with the aim of safer and more economical design of offshore energy infrastructure. I also develop GPU (CUDA)-accelerated solvers to make these large coupled simulations practical.
My work connects earthquake engineering, geotechnics and offshore structures.
Coupled modelling of seawater, seabed soil and structure to capture hydrodynamic and soil effects on seismic response.
Seismic demand on monopile and other foundations of offshore wind turbines in earthquake-prone regions.
How the angle of incoming P and S waves changes ground motion at the seabed and the resulting structural demand.
Characterization and selection of ocean-bottom earthquake records for the seismic analysis of offshore structures.
CUDA-based high-performance computing for large-scale coupled fluid–soil–structure models.
Fluid–soil–structure interaction under oblique seismic incidence: Mechanisms governing offshore wind turbine foundation demand
Structures (Elsevier), Vol. 94, 113318, 2026
PhD Research · Tianjin University · 2021 – present
Developing coupled numerical models of the seawater–seabed–foundation system to explain how oblique seismic incidence and fluid–soil effects control foundation demand.
Ongoing
Building a catalog of ocean-bottom and onshore records with intensity measures and site classes, to select realistic input motions for offshore structural analysis.
M.Tech. Thesis · BIHER, Chennai · 2021
Studied how hybrid fibre-reinforced polymer (FRP) laminates change crack development and failure of strengthened RC beams. Supervised by Dr. T. P. Meikandaan.
Tianjin University, China
Supervisor: Prof. Ning Li
Bharath Institute of Higher Education and Research (BIHER), Chennai, India
Thesis: Study on Fracture Mechanism of Reinforced Concrete Beams with Hybrid FRP Laminates
Supervisor: Dr. T. P. Meikandaan, Associate Professor, Dept. of Civil Engineering
I'm open to research collaborations and discussions on offshore and earthquake engineering.
School of Civil Engineering