This paper describes the dynamic behaviour of offshore structures modelled as discrete dynamic systems with the installation of innovative smart-tuned liquid column dampers (TLCDs). The use of advanced nano-fluids enhances the mechanical properties of the TLCD and allows the conventional passive system to be modified into a semi-active damping system. The magnetic force is modelled as an additional

The Amalia lander is a modular gravity-based structure capable of executing different tasks in subsea conditions such as monitoring, surveillance and docking autonomous underwater vehicles, and could work as a platform for validating coatings, damage at foundations and scour protections and integrity of new materials, among other applications. This lander has a unique complex geometry and is made of

The offshore environment represents a vast source of renewable energy, and marine renewable energy plants have the potential to contribute to the future energy mix significantly. Floating solar technology emerged nearly a decade ago, driven mainly by the lack of available land, loss of efficiency at high operating cell temperature, energy security and decarbonisation targets. The vast majority of the

This paper reports on a study to model seabed surfaces using the least-squares support-vector machine algorithm with a sample cross-validation (CV) method. It starts with a brief overview of the sample selection method of the algorithm and gives two important characteristics of the algorithm. It then focuses on the theory of sample CV and the steps of sample selection using this theory. Finally, to

This paper investigates the inherent inaccuracy in the estimation of various extreme response variables (RVs) for different sea defence structures using joint exceedance curve approaches in common use around the UK. Utilising stochastically generated nearshore datasets that include extreme wave and sea-level conditions determined at regular intervals around the English coastline as part of a previous

As an effective evaluation of the productivity of dredging projects is an important element in the success of loading/unloading operations at ports, this study was carried out to find common reasons why dredging projects incur unintended damage at Anzali port open seas/coasts. It was found that the fuzzy decision making trial and evaluation laboratory (Dematel) method and experts’ opinions can be effectively

Offshore structures have a long service life and involve high cost. However, the working environment of offshore structures is harsh. When an accident occurs, it causes an adverse social impact and economic loss. Therefore, in the design process of offshore structures, in order to enhance their safety, this is an important problem that needs attention. Reliability-based design and optimisation (RBDO)

The fatigue design of offshore structures normally uses wave and wind fatigue loading. Currently, fatigue analyses for fatigue damage accumulation assessments of this type of structure are based on signal–noise (S–N) curves for welded structural components, the hot-spot stress approach and the Palmgren–Miner law – according to design codes. Fatigue analyses in design codes and/or recommended practices

The reinforced concrete caissons, code-named Phoenix, still visible off the coast of Arromanches, France, have been exposed since 1944, to marine immersion, tidal, splash and atmospheric conditions...

The collaborative design of maritime structures involves not only multiple disciplines, but also uncertainty of information. Collaborative optimisation (CO) is a powerful multidisciplinary design and optimisation strategy known for its two-layer structure. In the original mathematical formulation of system-level optimisation, the second-level compatibility constraints are utilised. However, this makes

To improve the computational accuracy and efficiency of dynamic probabilistic analysis of complex structures, an extremum Kriging method (EKM) with multi-population genetic algorithm (MPGA) is proposed fusing extremum response surface method (ERSM), Kriging model and MPGA. Particularly, the EKM is developed by combining the Kriging model and ERSM to handle dynamic processes of related variables and

Voyaging the World's Civil Engineering Wonders

Free hanging catenary and steep wave risers consist of curved portions. The inner flow in the curved portions causes considerable centrifugal forces, yielding dynamic motion. The interaction of the...

A proper description of the ocean wave climate is of great importance for coastal and ocean engineering design and operation. Marine structures must be designed and constructed so they can withstan...

This paper focuses on recent works completed by GHD Pty Ltd in 2016 for the design of accessible ferry terminals and looks at the techniques utilised and designs implemented to develop terminals wi...

This paper describes an analysis of infill sheets of a combi-pile quay wall. Non-linear finite-element analysis of combi-pile infill sheets was required as the residual thickness of the selected infill sheet profile was thinner than the proscriptive requirements of the Eurocode base case and the geometric restrictions required wider infill sheets than permitted. The analysis enabled an assured design