Papers & theses

Fluid–soil–structure interaction under oblique seismic incidence: Mechanisms governing offshore wind turbine foundation demand

Adil Abass Lone, Ning Li, Kong Zhang, Bashir Ahmad Rasheedy, Rashad Al-Shaebi

Structures (Elsevier), Volume 94, Article 113318, December 2026 · Published online 16 October 2026

Investigates how the coupled interaction of seawater, seabed soil and structure and the oblique incidence of seismic waves govern the seismic demand on monopile foundations of offshore wind turbines. It accounts for water-depth effects and site amplification, using numerical models built in OpenSeesPy.

• Offshore wind turbines
• Monopile foundations
• Fluid–structure interaction
• Seismic wave propagation
• Water depth effects
• Site amplification
• Seismic hazard assessment

@article{Lone2026,
  title   = {Fluid-soil-structure interaction under oblique seismic incidence:
             Mechanisms governing offshore wind turbine foundation demand},
  author  = {Lone, Adil Abass and Li, Ning and Zhang, Kong and
             Rasheedy, Bashir Ahmad and Al-Shaebi, Rashad},
  journal = {Structures},
  volume  = {94},
  pages   = {113318},
  year    = {2026},
  doi     = {10.1016/j.istruc.2026.113318}
}

Study on Fracture Mechanism of Reinforced Concrete Beams with Hybrid FRP Laminates

Adil Abass Lone · Supervisor: Dr. T. P. Meikandaan

Department of Civil Engineering, Bharath Institute of Higher Education and Research (BIHER), Chennai, India · Defended August 2021