OOIR: Observatory of International Research

Papers

(The H4-Index of Marine Structures is 34. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-08-01 to 2026-08-01.)

Article	Citations
Using the polynomial chaos expansion and bias-variance tradeoff to analyse the statistical characteristics of a trimaran cross-deck structure	106
Weld toe versus root fatigue failure mode and governing parameters: A study of aluminum alloy load-carrying fillet joints	90
Development of а unified theoretical model for ice load determination in ship - ice collisions considering ice crushing	74
Corrigendum to “Non-linear dynamic behavior of T0 and T90 mesopelagic trawls based on the Hilbert–Huang transform” [Marine Structures, Volume 100, 15 March 2025, 103727]	71
Accuracy verification of the 2D spectral AIS method by the hull monitoring data	69
A general scaled model design method of stiffened plate subjected to combined longitudinal compression and lateral pressure considering the ultimate strength and collapse modes	59
Reliability-based design optimization of river-sea-going ship based on agent model technology	58
Efficient long-term extreme response and fatigue analysis of offshore structures under stochastic wave, current and wind loads	57
An aero-hydro-servo-elastic coupled frequency-domain method for dynamic analysis of floating wind turbines	55
Influences of interface bonding behavior on the arresting performance of CFRP buckle arrestors - Part II: Analysis	49
Dynamic interaction between bidirectional forced oscillations and local scour beneath pipelines in a steady current	45
Parametric method for the assessment of fatigue damage for marine shaft lines	45
Experimental investigation of the dynamic response of a semi-submersible floating wind turbine and its non-Gaussian behavior	44
Field data observations for monitoring the impact of typhoon “In-fa” on dynamic performances of mono-pile offshore wind turbines: A novel systematic study	44
Uncertainties in modelling the low-frequency wave-induced global loads in ships	44
Mechanical properties of marine polymer foams in the arctic environment	44
Identification and analysis of the offshore near-fault pulse ground motion and its influence on the seismic response of bridge piers	43
Reliability-based structural design of a vertical subsea separator for deep-water applications	42
Numerical investigation of flow-induced vibrations in two tandem circular cylinders at low gap ratios with considering collisions	40
An integrated hydrodynamic module of FOWTs using accelerated BEM solver and modified Morison coefficients	40
Ice impact response and energy dissipation characteristics of PVC foam core sandwich plates: Experimental and numerical study	40
Frequency-domain hydroelastic stress analysis considering local bending effect based on a two-step procedure	39
Collapse of composite-repaired cylinders with internal metal loss subjected to external hydrostatic pressure	39
Editorial Board	38
One operational modal parameter identification approach for offshore wind turbine structure resisting low-frequency and high-energy noise interference	38

Experimental and theoretical studies of particle damping for the suppression of vortex-induced vibrations in different branches	38
Background for revised fatigue analysis methodology of subsea connectors in DNV-RP-C203	37
A study for the bending vibration analysis of the intermittently welded stiffened plate	37
Vortex-induced vibration response of the cylinder inspired by Terebridae	37
Fatigue damage prediction model for broadband non-Gaussian random processes based on Bayesian optimized random forest	36
Numerical investigations into the influence of geometric configurations on hydrodynamic characteristics of torpedo anchors	36
A CPT-based p-y model for laterally loaded monopiles in sand	36
Experimental study of liquid slamming in elastic rectangular tanks under the flip-through impact	35
An analytical solution for vertical seismic response of an end-bearing pile in saturated soil considering pile-soil and free and scattered field water-soil interaction	35